Pile Length (ft)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.75 Pile-head Deflection (in)
0 5 10 15 20 25 30 35 40 45
0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 1.05 1.1 1.15
0.25-inch
0.50-inch
Pile Length (ft)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.75 Pile-head Deflection (in)
0 5 10 15 20 25 30 35 40 45
0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 1.05 1.1 1.15
0.25-inch
0.50-inch
DRAFT Appendix C-173 8660F10 July 12, 2023 - CONFORMED
Lateral Pile Deflection (inches)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
0 0.1 0.2 0.3 0.4 0.5
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
Sand
Lateral Pile Deflection (inches)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
0 0.1 0.2 0.3 0.4 0.5
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
DRAFT
Sand
Appendix C-174 8660F10 July 12, 2023 - CONFORMED
Bending Moment (in-kips)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
-5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
Sand
Bending Moment (in-kips)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
-5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
DRAFT
Sand
Appendix C-175 8660F10 July 12, 2023 - CONFORMED
Shear Force (kips)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
-15 -10 -5 0 5 10 15 20 25 30 35 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
Sand
Shear Force (kips)
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 Depth (ft)
-15 -10 -5 0 5 10 15 20 25 30 35 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
0.25-inch
0.50-inch
Sand
Sand
Soft Clay
DRAFT
Sand
Appendix C-176 8660F10 July 12, 2023 - CONFORMED
Pile Length (ft)
Pile-head Deflection (in)
5 10 15 20 25 30 35 40 45
0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4
0.25-inch
0.50-inch
Pile Length (ft)
Pile-head Deflection (in)
5 10 15 20 25 30 35 40 45
0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4
0.25-inch
0.50-inch
19-503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch C 503.1 Ukiah Recycled Water Pipeline – Abut 1 & 2 – 36-inch CIDH Pile – Transverse – P-mult = 0.55 IDH Pile – Transverse – P-mult = 0.55 DRAFT Appendix C-177 8660F10 July 12, 2023 - CONFORMED
DISTRIBUTION SYSTEM
PHASE 4 RECYCLED WATER
PROJECT LOCATION
1 116
116
o101
o101
o101
o101
29 29
128
12 12
1 1
1 20
128
20 20
20 128
128
29 29
53 175
175 175
29 29
CLEARLAKE
LAKESONOMA
ROSASANTA
SEBASTOPOL
HEALDSBURG
ST. HELENA
KENWOOD
YOUNTVILLE
CALISTOGA
GUERNEVILLE
CLOVERDALELAKEPORT
CLEARLAKE
UKIAH
WILLITS
MENDOCINO
FT. BRAGG
PlotDate: 12-JUL-2023 11:33:32AMUser: svcPW Model: Layout1 ColorTable: gshade.ctb DesignScript: Carollo_Std_Pen_v0905.pen PlotScale: 1:1 ®
DRAWING NO.
JOB NO.
SHEET NO.
1 00G01
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G
LOCATION MAP
NO SCALE
VICINITY MAP
NO SCALE
CITY OF UKIAH
RECYCLED WATER PROJECT
PHASE 4 - SPECIFICATION NO. 23-01
100% SUBMITTAL
8660F10
UKIAH, CA 95482935 RIVER STREET,LOCATION:WATER TREATMENT PLANT UKIAH, CA 95482300 PLANT ROADPLANT LOCATION:WASTEWATER TREATMENT VOLUME 3 OF 3
PROJECT NO. 8660F10 FILE NAME: 8660F1000G01.dgn
JULY 2023
obonafoux
OF 200
CONFORMED DOCUMENTS
WITH THE ORIGINAL ADDENDA SHALL GOVERN.
BID DOCUMENTS ARE FOUND, THE BID DOCUMENTS
BETWEEN THE CONFORMED DOCUMENTS AND THE
ISSUED DURING THE BID PERIOD. IF DISCREPANCIES
THESE CONFORMED DOCUMENTS UNIFY ADDENDA
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
ATTACHMENT 4
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate:12-JUL-202311:16:07AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
obonafoux
2 GENERAL 00G02
DRAWING INDEX
NO.
SHEET
NO.
DRAWING
DESCRIPTION
8660F10
CECE
8660F1000G02.dgn
NO. DESCRIPTION
DRAWING
NO.
SHEET
NO. DESCRIPTION
DRAWING
NO.
SHEET
CA
GENERAL
1 00G01 00 G 01 COVER SHEET, VICINITY AND LOCATION MAP
2 00G02 00 G 02 DRAWING INDEX
3 00G03 00 G 03 GENERAL NOTES, LEGEND, AND SYMBOLS
4 00G04 00 G 04 GENERAL ABBREVIATIONS
5 00G05 00 G 05 KEY MAP AND SURVEY CONTROL
6 00G06 00 G 06 RECYCLED WATER SERVICE SCHEDULE7 00G07 00 G 07 DESIGN CRITERIA, PIPE SERVICE ABBREVIATIONS AND PROCESS AREA NUMBERS 8 00G08 00 G 08 LIQUIDS PROCESS FLOW DIAGRAM9 00G09 00 G 09 SITE PLAN
DEMOLITION
10 00D01 00 D 01 SITE PLAN
11 60D01 60 D 01 DECHLORINATION STRUCTURE PLAN
12 60D02 60 D 02 DECHLORINATION STRUCTURE PHOTOS
13 85D01 85 D 01 AWT CLARIFIER/FILTER PLAN
14 85D02 85 D 02 AWT CLARIFIER/FILTER SECTION AND PHOTOS 15 85D03 85 D 03 AWT CLARIFIER/FILTER PHOTOS
16 87D01 87 D 01 BACKWASH PUMP STATION PLAN AND PHOTOS17 89D01 89 D 01 CAROUSEL PUMP STATION PLAN 18 89D02 89 D 02 CAROUSEL PUMP STATION PHOTOS19 91D01 91 D 01 SLUDGE LAGOON PLAN CIVIL
20 00C01 00 C 01 GENERAL CIVIL LEGEND, AND SYMBOLS
21 00C02 00 C 02 GENERAL CIVIL NOTES AND SCHEDULES
22 00C03 00 C 03 WWTP SITE PLAN
23 91C01 91 C 01 PAU GRADING PLAN
24 91C02 91 C 02 PAU SECTIONS
25 91C03 91 C 03 PAU DETAILS
26 91C04 91 C 04 PAU DETAILS27 91C05 91 C 05 PAU SURVEY CONTROL PLAN 28 91C06 91 C 06 PAU PUMP STATION PLAN29 91C07 91 C 07 PLAN AND PROFILE PAU INLET YARD PIPING 30 91C08 91 C 08 PLAN AND PROFILE PAU OUTLET YARD PIPING 31 99C01 99 C 01 PLAN AND PROFILE - ALIGNMENT A STA A9+40 TO A19+00 32 99C02 99 C 02 PLAN AND PROFILE - ALIGNMENT A STA A19+00 TO A29+00 33 99C03 99 C 03 PLAN AND PROFILE - ALIGNMENT A STA A29+00 TO A39+00 34 99C04 99 C 04 PLAN AND PROFILE - ALIGNMENT A STA A39+00 TO A49+00 35 99C05 99 C 05 PLAN AND PROFILE - ALIGNMENT A STA A49+00 TO A59+00 36 99C06 99 C 06 PLAN AND PROFILE - ALIGNMENT A STA A59+00 TO A69+0037 99C07 99 C 07 PLAN AND PROFILE - ALIGNMENT A STA A69+00 TO A79+00 38 99C08 99 C 08 PLAN AND PROFILE - ALIGNMENT A STA A79+00 TO A89+0039 99C09 99 C 09 PLAN AND PROFILE - ALIGNMENT A STA A89+00 TO A89+55.99 40 99C10 99 C 10 PLAN AND PROFILE - ALIGNMENT B STA B9+60 TO B19+00 41 99C11 99 C 11 PLAN AND PROFILE - ALIGNMENT B STA B19+00 TO B24+16.34 42 99C12 99 C 12 PLAN AND PROFILE - ALIGNMENT C STA C10+00 TO C19+00 43 99C13 99 C 13 PLAN AND PROFILE - ALIGNMENT C STA C19+00 TO C29+00 44 99C14 99 C 14 PLAN AND PROFILE - ALIGNMENT C STA C29+00 TO C39+00 45 99C15 99 C 15 PLAN AND PROFILE - ALIGNMENT C STA C39+00 TO C49+00 46 99C16 99 C 16 PLAN AND PROFILE - ALIGNMENT C STA C49+00 TO C59+0047 99C17 99 C 17 PLAN AND PROFILE - ALIGNMENT C STA C59+00 TO C68+00 48 99C18 99 C 18 PLAN AND PROFILE - ALIGNMENT C STA C59+00 TO C70+45.5649 99C19 99 C 19 PUMP STATION AND STORAGE SITE PLAN 50 99C20 99 C 20 PUMP STATION AND STORAGE GRADING AND DRAINAGE PLAN 51 99C21 99 C 21 PUMP STATION AND STORAGE GRADING DETAILS 52 99C22 99 C 22 SEWER REALIGNMENT
ARCHITECTURAL
53 99A01 99 A 01 ELECTRICAL BUILDING CODE ANALYSIS, SCHEDULES, AND EGRESS PLAN 54 99A02 99 A 02 ELECTRICAL BUILDING ROOF ELEVATIONS
STRUCTURAL
55 00S01 00 S 01 GENERAL STRUCTURAL NOTES
56 85S01 85 S 01 AWT CLARIFIER/FILTER PLAN57 85S02 85 S 02 AWT CLARIFIER/FILTER SECTIONS AND PHOTO 58 91S01 91 S 01 PAU PUMP STATION PLANS59 91S02 91 S 02 PAU PUMP STATION SECTIONS AND DETAILS 60 91S03 91 S 03 PAU PUMP STATION INLET STRUCTURE PLAN AND SECTIONS 61 95S01 95 S 01 PAU INLET STRUCTURE PLAN AND SECTION
62 99S01 99 S 01 ELECTRICAL BUILDING FOUNDATION PLAN
63 99S02 99 S 02 ELECTRICAL BUILDING ROOF FRAMING AND ROOF PLANS 64 99S03 99 S 03 ELECTRICAL BUILDING SECTION
65 99S04 99 S 04 RECYCLED WATER PUMP STATION PLAN AND SECTIONS 66 99S05 99 S 05 STORAGE TANK FOUNDATION PLAN 67 99S06 99 S 06 STORAGE TANK ROOF PLAN 68 99S07 99 S 07 STORAGE TANK SECTIONS AND DETAILS69 99S08 99 S 08 STORAGE TANK SECTION AND DETAILS 70 99S09 99 S 09 BRIDGE PLAN AND SECTION
71 99S10 99 S 10 BRIDGE SECTIONS AND DETAILS
MECHANICAL
72 00M01 00 M 01 GENERAL MECHANICAL SYMBOLS
73 00M02 00 M 02 GENERAL HVAC NOTES, ABBREVIATIONS, AND SYMBOLS 74 60M01 60 M 01 DECHLORINATION STRUCTURE PLAN AND SECTION 75 85M01 85 M 01 AWT PROCESS FLOW SCHEMATIC
76 85M02 85 M 02 AWT CLARIFIER/FILTER PLAN77 85M03 85 M 03 AWT CLARIFIER/FILTER SECTIONS 78 85M04 85 M 04 AIR WASH BLOWERS SECTIONS79 85M05 85 M 05 COAGULANT FEED PUMP AND RAPID MIX PUMP PLAN, SECTION, AND DETAIL 80 87M01 87 M 01 BACKWASH PUMP STATION PLAN AND SECTION 81 89M01 89 M 01 CAROUSEL PUMP STATION PLAN AND SECTIONS 82 91M01 91 M 01 PAU PUMP STATION PLAN AND SECTION
83 99M01 99 M 01 RECYCLED WATER PUMP STATION PLAN, SECTION AND DETAIL 84 99M02 99 M 02 RECYCLED WATER PUMP STATION SECTION
85 99M03 99 M 03 METER AND CONTROL VALVE PLAN AND SECTION 86 99M04 99 M 04 ELECTRICAL BUILDING HVAC FLOOR PLAN AND SCHEDULE
ELECTRICAL
87 00GE01 00 GE 01 LEGEND
88 00GE02 00 GE 02 ABBREVIATIONS89 01E01 01 E 01 RECYCLED WATER PUMP STATION AND STORAGE SITE PLAN 90 01E02 01 E 02 WWTP AND STORAGE POND PARTIAL SITE PLAN 91 01E03 01 E 03 WWTP AND STORAGE POND DETAILS AND SECTION 92 02E01 02 E 01 DUCT BANK SECTIONS 1
93 02E02 02 E 02 DUCT BANK SECTIONS 2
94 02E03 02 E 03 DUCT BANK SECTIONS 3
95 03E01 03 E 01 WTP MODIFIED OVERALL ONE-LINE DIAGRAM
96 03E02 03 E 02 SWBD-RWPS ELEVATION97 03E03 03 E 03 SWBD-RWPS ONE-LINE DIAGRAM 98 03E04 03 E 04 WWTP MODIFIED OVERALL ONE-LINE DIAGRAM99 03E05 03 E 05 CAROUSEL PUMP STATION DEMO ONE-LINE DIAGRAM 100 03E06 03 E 06 SWBD70281 AND SWBD70282 ONE-LINE DIAGRAM 101 03E09 03 E 09 MCC - C DEMO ELEVATION
102 03E10 03 E 10 MCC - C MODIFIED ELEVATION
103 03E11 03 E 11 MCC - C MODIFIED ONE-LINE DIAGRAM 1
104 03E12 03 E 12 MCC - C MODIFIED ONE-LINE DIAGRAM 2
105 03E18 03 E 18 MCC70291 PARTIAL ELEVATION
106 03E19 03 E 19 MCC70291 ONE-LINE DIAGRAM107 03E20 03 E 20 MCC70292 PARTIAL ELEVATION 108 03E21 03 E 21 MCC70292 ONE-LINE DIAGRAM109 03E22 03 E 22 MCC70293 PARTIAL ELEVATION 110 03E23 03 E 23 MCC70293 ONE-LINE DIAGRAM
111 04E01 04 E 01 PANELBOARD SCHEDULES 1
112 04E02 04 E 02 PANELBOARD SCHEDULES 2
113 05E01 05 E 01 LUMINAIRE, MANHOLE/HANDHOLE, AND DISCONNECT SCHEDULES 114 05E02 05 E 02 TITLE 24 COMPLIANCE SHEETS 1
115 05E03 05 E 03 TITLE 24 COMPLIANCE SHEETS 2
116 05E04 05 E 04 TITLE 24 COMPLIANCE SHEETS 3117 12E01 12 E 01 POWER GENERATION BUILDING PARTIAL COMMUNICATION PLAN 118 60E01 60 E 01 DECHLORINATION STRUCTURE POWER, CONTROL, AND LIGHTING PLAN119 70E01 70 E 01 DAFT EQUIPMENT BUILDING ELECTRICAL ROOM POWER, CONTROL, AND GROUNDING PLAN 120 80E01 80 E 01 STRUCTURE 80 PLAN
121 85E01 85 E 01 AWT BUILDING OVERALL PLAN
122 85E02 85 E 02 AWT BUILDING POWER AND CONTROL PLAN 1 123 85E03 85 E 03 AWT BUILDING POWER AND CONTROL PLAN 2 124 87E01 87 E 01 BACKWASH PUMP STATION POWER AND CONTROL PLAN 125 89E01 89 E 01 CAROUSEL PUMP STATION POWER AND CONTROL PLAN 126 89E02 89 E 02 CAROUSEL PUMP STATION LIGHTING, GROUNDING, AND RECEPTACLE PLAN127 91E01 91 E 01 PAU PUMP STATION PLANS 128 99E01 99 E 01 EXISTING WATER TREATMENT BUILDING PARTIAL POWER AND CONTROL PLAN129 99E02 99 E 02 RECYCLED WATER ELECTRICAL BLDG. POWER & CONTROL PLAN 130 99E03 99 E 03 RECYCLED WATER PUMP STATION BLDG. POWER & CONTROL PLAN 131 99E04 99 E 04 RECYCLED WATER STORAGE POWER & CONTROL PLAN 132 99E12 99 E 12 RECYCLED WATER ELECTRICAL BLDG. LIGHTING, GROUNDING, AND RECEPTACLES PLAN 133 99E13 99 E 13 RECYCLED WATER PUMP STATION LIGHTING, GROUNDING, AND RECEPTACLES PLAN 134 99E14 99 E 14 RECYCLED WATER STORAGE LIGHTING, GROUNDING, AND RECEPTACLES PLAN
INSTRUMENTATION
135 00GN01 00 GN 01 SYMBOLS AND ABBREVIATIONS 1
136 00GN02 00 GN 02 SYMBOLS AND ABBREVIATIONS 2137 00GN03 00 GN 03 SYMBOLS AND ABBREVIATIONS 3 138 00GN04 00 GN 04 SYMBOLS AND ABBREVIATIONS 4139 00GN05 00 GN 05 SCHEMATIC SYMBOLS 140 00GN06 00 GN 06 SAMPLE LOOP DRAWING
141 02N01 02 N 01 PCM-99400 ELEVATION LAYOUT
142 02N02 02 N 02 PCM-4 PANEL MODIFICATIONS
143 02N03 02 N 03 PLC-70299 PANEL MODIFICATIONS
144 04N01 04 N 01 RECYCLED WATER PUMP STATION NETWORK BLOCK DIAGRAM 145 04N02 04 N 02 ADVANCED WASTEWATER TREATMENT NETWORK BLOCK DIAGRAM 146 04N03 04 N 03 DAFT BUILDING NETWORK BLOCK DIAGRAM147 06N01 06 N 01 CONTROL SCHEMATICS 1 148 06N02 06 N 02 CONTROL SCHEMATICS 2149 06N03 06 N 03 CONTROL SCHEMATICS 3 150 06N04 06 N 04 CONTROL SCHEMATICS 4
151 06N05 06 N 05 CONTROL SCHEMATICS 5
152 06N06 06 N 06 CONTROL SCHEMATICS 6
153 09N01 09 N 01 PCS I/O TABLES
154 60N01 60 N 01 DECHLORINATION STRUCTURE P&ID
155 80N01 80 N 01 STRUCTURE 80 P&ID
156 85N01 85 N 01 AWT CLARIFIER/FILTER 1 P&ID 157 85N02 85 N 02 AWT CLARIFIER/FILTER 2 P&ID 158 85N03 85 N 03 AWT CLARIFIER/FILTER 3 P&ID 159 85N04 85 N 04 AWT CLARIFIER/FILTER 4 P&ID 160 85N05 85 N 05 AIR WASH BLOWERS 1, 2 & 3 P&ID
161 85N06 85 N 06 COAGULANT FEED PUMP P&ID
162 85N07 85 N 07 RAPID MIX PUMP P&ID
163 85N08 85 N 08 EXISTING CHLORINATION FACILITY ANALYZERS P&ID 164 87N01 87 N 01 BACKWASH PUMP STATION CHLORINE ANALYZER P&ID 165 88N01 88 N 01 CHLORINE CONTACT BASIN FLOW METERS P&ID 166 89N01 89 N 01 CAROUSEL PUMP & LEVEL CONTROLS P&ID167 91N01 91 N 01 PAU PUMP STATION P&ID 168 99N01 99 N 01 RECYCLED WATER PUMP STATION 1 P&ID169 99N02 99 N 02 RECYCLED WATER PUMP STATION 2 P&ID 170 99N03 99 N 03 RECYCLED WATER PUMP STATION 3 P&ID
171 99N04 99 N 04 RECYCLED WATER PUMP STATION PCM-99400 CABINET P&ID
TYPICAL DETAILS
172 00TA01 00 TA 01 TYPICAL DETAILS - ARCHITECTURAL
173 00TA02 00 TA 02 TYPICAL DETAILS - ARCHITECTURAL
174 00TC01 00 TC 01 TYPICAL DETAILS - CIVIL
175 00TE01 00 TE 01 TYPICAL DETAILS - ELECTRICAL
176 00TE02 00 TE 02 TYPICAL DETAILS - ELECTRICAL177 00TE03 00 TE 03 TYPICAL DETAILS - ELECTRICAL 178 00TE04 00 TE 04 TYPICAL DETAILS - ELECTRICAL179 00TE05 00 TE 05 TYPICAL DETAILS - ELECTRICAL 180 00TE06 00 TE 06 TYPICAL DETAILS - ELECTRICAL
181 00TE07 00 TE 07 TYPICAL DETAILS - ELECTRICAL
196 00TE08 00 TE 08 TYPICAL DETAILS - ELECTRICAL
200 00TE09 00 TE 09 TYPICAL DETAILS - ELECTRICAL
184 00TN01 00 TN 01 TYPICAL DETAILS - INSTRUMENTATION
185 00TN02 00 TN 02 TYPICAL DETAILS - INSTRUMENTATION
186 00TP01 00 TP 01 TYPICAL DETAILS - PIPING187 00TP02 00 TP 02 TYPICAL DETAILS - PIPING 188 00TP03 00 TP 03 TYPICAL DETAILS - PIPING189 00TP04 00 TP 04 TYPICAL DETAILS - PIPING 190 00TP05 00 TP 05 TYPICAL DETAILS - PIPING
191 00TP06 00 TP 06 TYPICAL DETAILS - PIPING
192 00TP07 00 TP 07 TYPICAL DETAILS - PIPING
193 00TP08 00 TP 08 TYPICAL DETAILS - PIPING
194 00TS01 00 TS 01 TYPICAL DETAILS - STRUCTURAL
195 00TS02 00 TS 02 TYPICAL DETAILS - STRUCTURAL
196 00TS03 00 TS 03 TYPICAL DETAILS - STRUCTURAL197 00TS04 00 TS 04 TYPICAL DETAILS - STRUCTURAL 198 00TS05 00 TS 05 TYPICAL DETAILS - STRUCTURAL199 00TS06 00 TS 06 TYPICAL DETAILS - STRUCTURAL 200 00TS07 00 TS 07 TYPICAL DETAILS - STRUCTURAL
30°
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate:12-JUL-202311:16:02AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
JDiDonato
CECE
3 GENERAL
GENERAL NOTES, LEGEND,
AND SYMBOLS
VIEW
REVISION DELTA
SCALE
FENCE
GUARDRAIL
CENTER LINE
REMOVE AND/OR ABANDON
GATE
NEW EXISTING
DETAIL REFERENCES HATCH PATTERNS
VIEWDRAWING CUT ORIGINATION
TYPICAL DETAIL #
FILE:
SCALE:FILE:
0 50' 100' 200'
SECTION CUTREFERENCETYPICAL DETAIL
(EXIST)
VIEWSEXTERIOR ELEVATION
PHOTO LOCATION
KEY NOTE
TAG AND NUMBEREQUIPMENT/DEVICE
GRID BUBBLE A
PIPE TAG
BREAK LINE
TRUE
NORTH
PLANT
NORTH
NORTH ARROW/PLANT NORTHSPECIFIC)(STATE/REGION WARNING OVERHEADUNDERGROUND/
SYMBOLS
GENERAL NOTES
MATCH LINE
HIDDEN LINE
MATCH LINE SEE DWG ##X##
ELEVATION
TOC XXXX.XX
EXISTING ELEVATION
PLAN VIEWPIPE BREAKCROSS SECTIONPIPE BREAK
CONSTRUCTION
FUTURE CONSTRUCTION
(SINGLE LINE)PIPE CONTINUATION
BRACKET
EF-EQUIP = FUTURE EQUIPMENT
EX-EQUIP = EXISTING EQUIPMENT
EQUIPMENT
EF-SIZE FLOW STREAM = FUTURE
EX-SIZE FLOW STREAM = EXISTING
SIZE FLOW STREAM
POINT OF VIEWARROW INDICATES
1 ##X## = SEE INDICATED DRAWING- = SHOWN ON SAME DRAWING DRAWING REFERENCE ##X##
DISCIPLINE DESIGNATOR
DRAWINGSEE INDICATED
DETAILSHEETS IN
TYPICAL DETAIL NUMBER
TYPICAL DETAIL TITLE
(WHEN APPLICABLE)AREA DESIGNATOR
(REVISED)DATE CREATED
PLAN NOT REFERENCED
LINE WORK
N = NOTE TO TYPICAL DETAIL USERR = REVISEDJ = JOB SPECIFICS = STANDARDMODIFICATION NOTE T.O.W. XXXX.X±
PIPE SIZE FLOW STREAM
OVERHEAD
Call
before you
Avoid overhead power linecontact. It's costly.
Phone Number
Replace with Regional
XXX-XX-XXXX
X" XXX
34 2
#
##X##
1 MOD SHT # OF #
LINE 2LINE 1LINE 3
VER DATE
TYP
?
C/1
##X##
FILE
SCALE
C
A FILE
RUBBERTREAD PLATELANDSCAPINGGRATINGSTEEL
ALUMINUMOR COPPERBRONZE, BRASS,BRICK OR BLOCKCOURSE (ABC)AGGREGATE BASEBEDROCKFIBERGLASSCAST IRON ORCLSM(ALL CLASSES)CONCRETEDRAIN ROCK
OR BACKFILLSTRUCTURAL FILLWOOD
SPAN
ASPHALT PAVING
GRAVELUNDISTURBED SOILEXISTING/
Know what's below.
Callbefore you dig.
SAND OR GROUT
KEY TAG X
00G03
TYPICAL DETAIL SHEETSINDICATES LOCATED ON
(TYP)
THE DRAWINGMULTIPLE LOCATIONS WITHIN TYPICAL DETAIL IS USED IN (TYP) - INDICATES THE
DESCRIPTION
SECTION/DETAIL
PLAN
SHEET NUMBER
DESCRIPTION
PLAN/VIEW TITLEREFERENCEVIEW TITLE W/ SECTION OR DETAILCALL OUTENLARGED PLAN DETAIL OR NUMERIC = DETAILALPHA = SECTION
NUMERIC = DETAILALPHA = ENLARGED PLAN
TYP
?
A
##X##
##X##
DRAWINGSEE INDICATED
DRAWINGSEE INDICATED
8660F1000G03.dgn
UTILITY NAME UTILITY TYPE CONTACT PERSON CONTACT NUMBER CITY OF UKIAH WATER, SEWER, STORMWATER, ELECTRIC JASON BENSON (707) 510-5485COMCAST CABLE STEVE STEVENS (707) 462-1184PG&E GAS, ELECTRIC DAVE KELLY (800) 743-5000 ext 00PACIFIC BELL TELEPHONE CONSTRUCTION & ENGINEERING (510) 645-2929LEVEL 3 COMMUNICATIONS FIBER NETWORK (877) 366-8344 ext 2ROGINA WATER CO. WATER DAN ROGINA 707-462-4443UKIAH VALLEY SANIT. DIST. SEWER FRANK MCMICHAEL 707-462-4429WILLOW COUNTY WATER DISTRICT WATER DAVE REDDING 707-462-2666MILLVIEW COUNTY WATER DISTRIC WATER - 707-462-7229
AS NECESSARYVIEW DESCRIPTION,
AS NECESSARYVIEW DESCRIPTION,
8660F10
MCK
PERFORM CONSTRUCTION WORK WITHOUT DAMAGE TO EXISTING FACILITIES. CONTRACTOR SHALL LOCATE THESE FACILITIES IN THE FIELD AND MAKE PROVISIONS AS NEEDED TO ALL EXISTING ELECTRIC UTILITY POLES AND OVERHEAD WIRES ARE SHOWN ON THE DRAWINGS. THE CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER WITHIN 30 DAYS AFTER IT IS REPORTED. NOT IMMEDIATELY AFTER THEY ARE DISCOVERED. NO DELAY CLAIMS WILL BE ACCEPTED IF THE APPARENT CONTRACTOR SHALL REPORT POTENTIAL UTILITY CONFLICTS TO THE CONSTRUCTION MANAGER PIPELINE AND PARALLEL UTILITIES WITHIN TEN (10) FEET OF THE ALIGNMENT CENTERLINES. THE ALIGNMENTS TO CONFIRM CLEARANCE BETWEEN THE EXISTING UTILITY AND THE NEW RECYCLED WATER IN THE VACINITY OF THOSE UTILITIES. UTILITIES TO BE POTHOLED INCLUDE ALL THAT CROSS THE PIPELINE NINETY (90) DAYS OF NOTICE TO PROCEED BUT NOT LESS THAN THIRTY (30) DAYS PRIOR TO EXCAVATION UNDER THIS CONTRACT PRIOR TO SUBMITTING PIPE LAY DRAWINGS TO CONSTRUCTION MANAGER WITHIN
20. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT
19. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BEBEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND
18. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS 17. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.
OWNER OF THE ELECTRIC LINES. LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE
16. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.
15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES.
TO MAINTAIN SERVICE. PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER
14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.
IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED.
13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY CONTACT INFORMATION IS PROVIDED BELOW:QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES. THE
12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE. WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED
11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERPROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.
SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.
10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND WITHOUT ADDITIONAL COMPENSATION. OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.
9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY
8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID. FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE OF 36" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER
7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 48" UNLESS THE COVER DEPTH IS OWNER. AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THESHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND REQUIREMENTS.
5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS IN THE SAME AS FOR OTHER SIMILIAR WORK.
4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY
3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.
1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THE PLANS. WATER, SEWER, ELECTRIC, AND CABLE LATERAL WHICH MAY NOT BE SHOWN ON
25. CONTRACTOR SHALL ASSUME THAT EACH PROPERTY HAS AN EXISTING GAS, PER UTILITY OWNERS SPECIFICATIONS DURING EXCAVATION. ELECTRIC UTILITIES AND POLES. ELECTRIC UTILITY POLES SHALL BE SUPPORTED
24. CONTRACTOR SHALL USE CAUTION WHILE WORKING AROUND EXISTING OVERHEAD ENCROACHMENT PERMIT REQUIREMENTS.ACCORDANCE WITH THE SPECIFICATIONS AND THE COUNTYCOORDINATED WITH THE TRAFFIC CONTROL PLAN AND IN MENDOCINO COUNTY, AND SHALL IMPLEMENT TRAFFIC CONTROL CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO RESUMED. FOR CONSTRUCTION OUTSIDE OF CITY LIMITS, THE PLATES (NON-SKID SURFACE TYPE) AND TWO WAY TRAFFIC SHALL BE EACH WORKING DAY, EXCAVATIONS MUST BE COVERED WITH STEEL IN THE SPECIFICATIONS, INCLUDING SECTION 01140. AT THE CLOSE OF
23. CONTRACTOR SHALL COMPLY WITH TRAFFIC RESTRICTIONS DETAILED WITH WORK. DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF
22. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXCAVATIONS.SHALL COMPLY WITH ALL APPLICABLE REGULATIONS PRIOR TO AND DURING 48 HOURS IN ADVANCE OF ANY EXCAVATION (1-800-277-2600). THE CONTRACTOR
21. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST
GENERAL NOTES CONTINUED
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2
3 4
5 6
7 8
9 10 11 12 13
AB
CD
E
F
1 2
3 4
5 6
7 8
9 10 11 12 13
AB
CD
E
F
G
G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate: 12-JUL-2023 11:16:07AM User:svcPW Model:Layout1 ColorTable:gshade.ctb DesignScript:Carollo_Std_Pen_v0905.pen PlotScale:1:1 LASTSAVED BY:
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TOP OF
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OUTSIDE FACE
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WORKING POINT
TRD
RISER
RAD
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TOP OF STEEL
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HIGH DENSITY POLYETHYLENE
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COLUMN(S)
LEFT HANDLOW PRESSURE
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LOW POINT
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FIBERGLASS REINFORCED PLASTIC PIPE
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RIGHT HAND REVERSE ACTIVERIGHT HAND REVERSE
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CONTROLLED LOW STRENGTH MATERIAL
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PAVEMENTPOINT OF VERTICAL INTERSECTIONPLANT WATERPOINT OF VERTICAL TANGENCYPOUNDS PER SQUARE INCH GAUGEPOUNDS PER SQUARE INCHPOINT OF VERTICAL CURVATURE, POLYVINYLPLUG VALVE
QUANTITY
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PRESSURE GAUGE
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PROJECTION
POINT OF REVERSE CURVATUREPARTS PER MILLION (VOLUME)PRIMARYPRESSURE REGULATOR
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STANDARDS(S)STABILIZERSTIRRUPSSTIFFENERSTATION
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FILTRATEFINISHED FLOORFIRE HYDRANT
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FOUL AIR
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CHLORINATED POLYVINYL CHLORIDE
CHLORINE LEAK DETECTORCUBIC FEET PER MINUTECUBIC FEETCHEMICAL DRAINCUBIC FEET PER SECONDCEILING EXHAUST FANCEILING DIFFUSER, CONDENSATE DRAINCONDUITCHEMICAL DRAIN LINECHEMICAL FEEDERCHECK VALVE, SWINGCHECK VALVE, FLAPCHAIN LINKCENTER LINECHECK VALVE, BALLCAST IRONCHECKERED PLATECHECK VALVE, ANGLECAST IRON PIPE
DOWNDIAPHRAGM SEALDOOR OPENINGDITTODAMPERDEIONIZED WATERDISCHARGEDOOR LOUVERDEAD LOAD, DRAIN LINEDIAPHRAGM VALVEDUCT HEATER UNITDUST COLLECTORDEWATERING DRAINDISTILLED WATERDISTILLED WATER, DOOR SWITCHDRIP TRAPDIGESTED SLUDGE, DOWN SPOUTDRAIN VALVEDUCTILE IRON PIPEDEPTH, DIGITAL OR DISCRETE, DRAINCUBIC YARDDOUBLEDRIVEWAYCOMBINATION WASTE AND VENTCOPPER PIPECUBICCOLD WATERCHECK VALVEDESICCANT DRYERDIFFUSERDIAGONALDIMENSIONDIGESTERDIAMETERDETAILDEGREEDOOR GRILLEDECANT/FILTRATE
SOUTH, SWITCH, SLOPE
CL
PL
FLOOR, FLOW LINE
T.O.W.
SST
FOBFOC
FLAT ON BOTTOMFACE OF CURB
BWCCP BAR-WRAPPED CONCRETE CYLINDER PIPE
RCCP REINFORCED CONCRETE CYLINDER PIPE
FLUSHING WATER, FINISHED WATER
CECE
4 GENERAL
GENERAL ABBREVIATIONS
00G04
POLYVINYLIDENE FLUORIDE
8660F1000G04.dgn
WV WATER VALVEVLT VAULTVPI VERTICAL POINT OF INTERSECTIONVC VERTICAL CURVEUNKNUGTELUGPBUGGUGEUG
UNKNOWNUNDERGROUND TELEPHONEUNDERGROUND POWER BOXUNDERGROUND GUNDERGROUND ELECTRICUNDERGROUND
TOPTS TRAFFIC SIGNAL
TOP OF PIPE
TB THRUST BLOCK
SANITARY WASTE, SOUTHWESTSLUDGE TRANSFER, STREET
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SEWER MANHOLE
SRF STATE REVOLVING FUNDSO
2 SULFUR DIOXIDE
SDVLTSDMHSDDI
STORM DRAIN VAULTSTORM DRAIN MANHOLESTORM DRAIN DROP INLET
SHLD SHOULDER
SMOKE DETECTOR, SPLITTER DAMPER, STORM DRAIN
RECLAIMED WATER RETURN
RECLAIMED WATER, REUSE WATER, RECYCLED WATERRETURN REGISTER, RAILROAD
RCW RECLAIMED WATER
PHASE, PHYSICALLY HANDICAPPED, POT HOLE, POINT OF COMPOUND CURVEPLANT CONTROL CENTER,
OHWOHUOHEOFL
OVERHEAD WIREOVERHEAD UTILITIESOVERHEAD ELECTRICOVERFLOW
OTF OUTFALLNWPRRNWNTS
NORTHWESTERN PACIFIC RAILROADNORTHWESTNOT TO SCALE
LAT LATERAL
LONG LONGITUDINAL
JNCT JUNCTIONISR INTRINSICALLY SAFE RELAY
IRRIGATION IDENTIFICATIONINSIDE DIAMETER, INSIDE DIMENSION,
I INTERSECTION OF ANGLE
HIGH WATER LEVEL, HEADWALLHOT WATER, HEADWALL
HWY HIGHWAYHDG HOT DIPPED GALVANIZED
HIGH POINTHEAT PUMP, HORSEPOWER, HIGH PRESSURE,FAR SIDE, FIRE SERVICES
FSP FABRICATED STEEL PIPE
FOT FLAT ON TOP
FUEL OIL, FIBER OPTIC OR CATV
FM FORCE MAINFMSS FORCE MAIN SANITARY SEWER
FLR FILTER
FLANGE ADAPTER
FINISH, FINAL
EXHAUST GRILLE, EXISTING GROUND
EVCEUG ELECTRICAL UNDERGROUND
ELECTRIC UNIT HEATER, END OF VERTICAL CURVE
EOP EDGE OF PAVEMENT
EDGE OF PAVING
EOA END OF ALIGNMENT
DOOR, DRAIN, DRIVE
D/W DRIVEWAY APRONDIFF DIFFERENCEDI DROP INLETCULV CULVERT
CONT CONTINUOUS OR CONTINUATION OR (D) (OUS)COORD COORDINATE
CMLSP CEMENT MORTAR LINED STEEL PIPECM CONSTRUCTION MANAGERCIPP CURED IN PLACE PIPE
CONCRETE CURBCENTER OF CURVATURE, CENTER TO CENTER,
CARVCATV
COMBINATION AIR RELEASE VALVECABLE TVANCHOR BOLT, AGGREGATE BASEBELT FILTER PRESS, BACK FLOW PREVENTER
BOPBOCBOABM
BEGINNING OF PIPEBACK OF CURBBEGINNING OF ALIGNMENTBEAM, BENCH MARK
BVC BEGINNING OF VERTICAL CURVE
BEGIN CURVE, BRASS CAP, BACK OF CURB, BOLT CIRCLE
BYP BYPASS
CLOSE, CONDUIT CHANNEL (STRUCTURAL), CLARIFIER
COUED CITY OF UKIAH ELECTRICAL DEPARTMENT
PROP PROPERTY
P POLEPAU PRODUCTION AUGMENTATION UNIT
DMJT DISMANTLING JOINT
MCK
8660F10
120 121 122 123 124 125 126 127 128 129 130 131 132 133 134135137 136 138139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175176177178 179 2519 2520 2521 2556 2557 2559 6069 6127 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 BENCHMARK INFORMATION HPGN- D CA 01 CG THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 9 MI (14.5 KM) NORTH OF HOPLAND AND ABOUT 4 MI (6.4 KM) SOUTH OF UKIAH. TO REACH THE STATION FROM THE COUNTY COURTHOUSE AT THE CORNER OF NORTH STATE STREET AND PERKINS STREET IN UKIAH, GO EAST ON PERKINS STREET FOR 0.52 MI (0.84 KM) TO THE SOUTHBOUND ENTRANCE TO HIGHWAY 101. GO SOUTH ON THE ON RAMP AND ALONG HIGHWAY 101 FOR 3.74 MI (6.02 KM) TO THE COX-SCHRADER ROAD EXIT TO THE RIGHT. PROCEED ALONG THE OFF RAMP FOR 0.14 MI (0.23 KM) TO THE SOUTH SIDE OF ROBINSON OVERCROSSING(BRIDGE NO. 10-86) AND THE STATION ON THE LEFT AT POST MILE 20.70. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 43 FT (13.1 M) SOUTHWEST OF THE WEST END OF THE SOUTH RAIL OF THE OVERCROSSING, 40 FT (12.2 M) SOUTH OF THE EXTENDED CENTERLINE OF THE BRIDGE, 15 FT (4.6 M) EAST OF THE CENTERLINE OF THE RAMP, 12.6 FT (3.8 M) SOUTH OF A FREEWAY ENTRANCE SIGN, 3.7 FT (1.1 M) EAST OF THE BACK OF THE EAST RAMP CURB AND 3.0 FT (0.9 M) NORTHEAST OF A WITNESS HPGN- UKIAH AIRPORT RESET THE STATION IS LOCATED AT THE NORTH END OF UKIAH MUNI AIRPORT NEAR THE RUNWAY END OF 15. THE STATION IS 141.8 FT (43.2 M) EAST OF THE AIRPORT PERIMETER FENCE, 93.8 FT (28.6 M) NORTHWEST OF RM NO 3, 88.6 FT (27.0 M) WEST OF THE WESTERLY EDGE OF THE TAXIWAY, 2.0 FT (0.6 M) EAST OF A 4 INCH X 4 INCH WOODEN WITNESS POST, AND 2.9 FT (0.9 M) WEST OF A 4 INCH X 4 INCH WOODEN WITNESS POST. THE STATION IS USCGS TRIANGULATION DISK SET IN THE TOP OF A SQUARE 10 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED UKIAH AIRPORT 1949 1963. NOTES: 1. BEARINGS AND DISTANCES ARE IN GRID. 2. HORIZONTAL DATUM-BETWEEN FOUND HPGN POINTS DESIGNATED AS UKIAH AIRPORT RESET AND HPGN D CA 01 CG. USE COMBINED SCALE FACTOR 0.99988998 WITH EPOCH DATE 2007.00. USE RECIPROCAL 1.000110032 TO ACHIEVE GROUND DISTANCES. 3. VERTICAL DATUM BASED ON NGS BENCH MARK DESIGNATES AS UKIAH RESET NAVD 1988=622.50. 0 200' 400' 800' SCALE: 1" = 400' PROJECT NO.
LAST SAVED BY: FILE NAME: RAF BWH JM 00G05 5 GENERAL KEY MAP AND SURVEY CONTROL 8660F1000G05.dwgJDiDonato 8660F10 7/12/2023 11:16:12 AM Plot Date: BRUSH ST
ORR ST
MAZZONI ST
STATE ST
OAK ST
ELM ST
PINE ST
PINE ST
BUSH ST
ARLINGTON DR
BUSH ST
HAZEL AVE
JACKSON AVE MAPLE AVE LIVE OAK AVE
CYPRESS AVE
LIVE OAK AVE PARK WEST BLVD
PARK BLVD
DORA AVE
GROVE AVE
WALNUT AVE
MAPLE AVE
DESPINA DR
LOW GAP RD 99C01 99C03 99C02 99C04 99C05 99C06
99C07
99C08 99C09 99C11 99C1099C12 99C13
NW PACIFIC RR
HWY 101
LOCKWOOD DR
99C14
99C15
99C16
99C17
99C18 99C01 99C02 99C04 COORDINATE CONTROL POINTS POINT 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 NORTHING 2186273.10 2186604.62 2186614.67 2186249.07 2186329.69 2186286.37 2186306.03 2186262.01 2186311.62 2183327.36 2183716.20 2183694.79 2184068.01 2184477.78 2184572.39 2183962.57 2185102.81 2185149.26 2185135.90 2185773.44 2186640.16 2184256.33 2184282.15 2184130.30 2184340.66 2184883.23 2185455.14 EASTING 6222121.03 6222286.89 6223021.90 6223015.03 6221748.07 6221243.05 6220346.09 6219806.65 6219323.79 6215308.64 6215652.09 6216322.36 6215978.88 6215680.93 6215178.59 6215258.81 6215665.34 6215417.92 6215495.28 6215540.54 6215142.70 6217140.87 6217278.95 6216661.28 6217769.55 6217714.30 6217581.19 ELEVATION 599.64 599.97 600.50 598.84 602.82 604.44 610.66 613.91 612.71 712.37 702.50 686.74 692.43 692.61 697.58 706.54 682.28 678.24 677.28 675.16 652.07 660.55 652.58 675.77 635.81 630.93 633.86 DESCRIPTION CP 120 60D CP 121 60D CP 122 60D CP 123 60D CP 124 60D CP 125 PKF CP 126 PKW CP 127 60D CP 128 PKW CP 129 60D CP 130 PKW CP 131 PKW CP 132 PKW CP 133 PKW CP 134 60D CP 135 60D CP 136 PKW CP 137 PKW CP 138 PKF AP CP 139 60D CP 140 PKW TIE CP 141 FPKW CP 142 PKW CP 143 PKW CP 144 PKW CP 145 PKW CP 146 PKW COORDINATE CONTROL POINTS POINT 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 NORTHING 2185582.70 2186205.83 2186015.29 2185990.55 2186522.64 2186576.02 2186779.83 2186907.70 2187071.49 2187199.12 2187452.61 2187953.07 2186997.49 2187492.33 2187513.35 2187383.52 2186866.10 2186352.24 2185785.25 2186268.81 2186293.09 2186261.10 2186320.92 2185766.95 2185581.81 2185909.00 2186001.86 EASTING 6216735.01 6216178.85 6216868.82 6217508.22 6217361.06 6217062.14 6216555.70 6216072.56 6215691.59 6215265.36 6215294.34 6215276.17 6217328.08 6217237.81 6217579.43 6217575.79 6217708.31 6217715.66 6217835.64 6218015.44 6218348.60 6218847.50 6221769.30 6217021.76 6216402.66 6216572.62 6216102.39 ELEVATION 637.69 642.98 641.52 643.03 651.77 651.10 654.25 665.99 669.30 672.19 682.06 687.26 654.88 656.12 652.19 653.35 651.24 649.37 643.75 645.15 642.47 633.25 603.48 636.16 640.94 638.64 642.29 DESCRIPTION CP 147 PKW CP 148 PKW CP 149 60D CP 150 PKW CP 151 PKW CP 152 PKW CP 153 PKW CP 154 PKW CP 155 PKW CP 156 PKW CP 157 PKW CP 158 PKW CP 159 PKW CP 160 PKW CP 161 PKW CP 162 PKW CP 163 PKWF CP 164 PKW CP 165 PKW CP 166 PKW CP 167 PKW CP 168 60D CP 169 PKWF CP 170 60D CP 171 60D CP 172 60D CP 173 60D COORDINATE CONTROL POINTS POINT 174 175 176 177 178 179 2519 2520 2521 2556 2557 2559 6069 6127 NORTHING 2186332.40 2186550.16 2186158.94 2186240.06 2186177.67 2186440.43 2184458.25 2185482.63 2185905.30 2186364.23 2186795.27 2186701.16 2185810.49 2185853.44 EASTING 6215393.80 6221800.38 6221865.69 6221917.16 6221994.34 6221969.32 6223436.69 6223449.79 6223282.95 6222029.71 6221946.48 6221928.30 6217362.82 6217482.31 ELEVATION 648.18 602.92 604.16 604.76 605.85 607.84 596.52 598.36 598.88 600.72 601.43 604.87 639.90 639.56 DESCRIPTION CP 174 60D CP 175 60D CP 176 60D CP 177 60D CP 178 60D CP 179 PKW SET 1/2" IP SET 1/2 SET 1/2 60d N&S_SET HIGHWAY MONUMENT_FOUND HPGN 111 109
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate:12-JUL-202311:15:39AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
6 GENERAL
8660F10
RECYCLED WATER SERVICE
SCHEDULE
CA
CE
JM
8660F1000G06.dgn
00G06
obonafoux
TYP. SIZE LID LABEL TYP. SIZE LID LABEL TYP. SIZE LID LABEL 401 2.0 2 Vinewood Park 145001 B24+13 B2346 METER B1234 PRV & Check - N/A402 2.0 2 Frank Zeek Elementary School 143026, 102066 B19+70 B2346 METER B1234 PRV & Check - N/A403 3.0 2 Russian River Cemetery 102050, 102049 A70+68 B2346 METER B1234 PRV & Check - N/A404 8.0 4 Russian River Cemetery 102063 A87+86 B1017 STRAINER B1017 METER B1234 PRV / Check405 8.0 4 Ukiah High School 102061, 102060, 102074 A89+50 B1017 STRAINER B1017 METER B1234 PRV / Check406 3.0 2 Pomolita Middle School 108111 C16+50 B2346 METER B1234 PRV & Check - N/A407 3.0 3 Pomolita Middle School 105011, 108105 C24+80 B1017 STRAINER B1017 METER B1234 PRV / Check408 6.0 3 City Golf Course (B9) 102078 C39+30 B1017 STRAINER B1017 METER B1234 PRV / Check409 6.0 3 City Golf Course (B9) 102078 C46+35 B1017 STRAINER B1017 METER B1234 PRV / Check410 6.0 4 City Golf Course (F9) 103001, 109001 C57+00 B1017 STRAINER B1017 METER B1234 PRV / Check411 3.0 3 Todd Grove Park 109002, 114101 C57+30 B1017 STRAINER B1017 METER B1234 PRV / Check412 3.0 2 Anton Stadium (City Park) 113028, 116005, 117101 C68+68 B2346 METER B1234 PRV & Check - N/A413 1.5 1.5 Anton Stadium (City Park) 116005 C70+40 B2346 METER B1234 PRV & Check - N/A METER BOX 3
METER ID
SERVICE LINE SIZE
(INCHES)
METER SIZE
(INCHES)
CUSTOMER APN STATION
METER BOX 1 METER BOX 2
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate:12-JUL-202311:15:33AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 00G07
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EY
JBB
7 GENERAL
8660F10 8660F1000G07.dgn
DESIGN CRITERIA PIPE SERVICE ABBREVIATIONS PROCESS AREA NUMBERS
DESIGN CRITERIA, PIPE SERVICE ABBREVIATIONS
AND PROCESS AREA NUMBERS
UNITS VALUE
RECYCLED WATER PUMP STATION
QUANTITY EA 4DUTY - 3 DUTY + 1 STANDBYTYPE OF PUMPS - SPLIT CASE CENTRIFUGALCAPACITY, EA GPM 1,000TOTAL DYNAMIC HEAD FT 240DRIVER TYPE - VFDMOTOR HORSEPOWER, EA HP 100
RECYCLED WATER STORAGE TANK
TOTAL CAPACITY MG 1.5DIAMETER FT 120FLOOR ELEVATION FT 595.08TOP OPERATIONAL WATER LEVEL FT 620.00OVERFLOW LEVEL FT 620.00
RECYCLED WATER PIPELINES
RESIDUAL PRESSURE AT SERVICE PSI 50
WASTEWATER TREATMENT PLANT FLOW CONDITIONS
AVERAGE DRY WEATHER (ADWF) MGD 3.01PEAK WEEK DRY WEATHER (PWDWF) MGD 3.40AVERAGE WET WEATHER (AWWF) MGD 6.89PEAK WEEK WET WEATHER (PWWWF) MGD 15.8PEAK HOUR WET WEATHER (PHWWF) MGD 24.5
COAGULANT FEED SYSTEM
COAGULANT - FERRIC CHLORIDECONCENTRATION % BY WT 40PUMP TYPE - DIAPHRAGMQUANTITY (EXISTING/NEW) EA 2 / 1CAPACITY, EA GPH 34.2 (E) / 20.4 (E) / 20.4 (N)MINIMUM DOSAGE mg/L 20MAXIMUM DOSAGE mg/L 50MOTOR HORSEPOWER, EA HP 0.5 (E) / 0.5 (E) / 0.5 (N)
ADVANCED WATER TREATMENT (AWT) CLARIFIER/FILTER SYSTEM
AWT CLARIFIER/FILTER UNITS
QUANTITY (EXISTING) EA 4MINIMUM CAPACITY, EA MGD 1.2MAXIMUM CAPACITY, EA MGD 2LENGTH FT 40WIDTH FT 12HEIGHT FT 10CLARIFIER MINIMUM LOADING, EA GPM/SF 6MAXIMUM LOADING, EA GPM/SF 10MEDIA DEPTH IN 48MEDIA EFFECTIVE SIZE MM 1.5-3AVERAGE RUN TIME HRS 4 FILTER
MINIMUM LOADING, EA GPM/SF 3MAXIMUM LOADING, EA GPM/SF 5MEDIA DEPTH IN 30BACKWASH GPM/SF 15
AIR WASH BLOWERS
TYPE - POSITIVE DISPLACEMENTQUANTITY (NEW) EA 3CAPACITY, EA SCFM 447MOTOR HORSEPOWER, EA HP 20
PRODUCTION AUGMENTATION UNIT (PAU)
QUANTITY EA 1CAPACITY, EA MG 5
CAROUSEL PUMP STATION
PUMP TYPE - VERTICAL TURBINEQUANTITY (EXISTING/NEW) EA 2 / 1CAPACITY, EA GPM 4000MOTOR HORSEPOWER, EA HP 40
PAU PUMP STATION
PUMP TYPE - VERTICAL TURBINEQUANTITY (NEW) EA 1CAPACITY, EA GPM 1750MOTOR HORSEPOWER, EA HP 20
PROCESS STREAMS
1W POTABLE WATER2W NON-POTABLE CITY WATER3W NO. 3 SPRAY WATER
AA AERATION AIR/AIR WASHBA BACKWASH AIR
BW BACKWASH WATER
CCI CHLORINE LIQUID
COAG COAGULANT
CLS CHLORINE SOLUTION
CS CIRCULATING SLUDGE
CSO CAUSTIC SODA
D DRAIN
DS DIGESTED SLUDGE
DW DOMESTIC CITY WATER
F FLOAT
FC FERRIC CHLORIDE
FE FINAL EFFLUENT
FM FORCE MAIN
FW FILTERED WATER
HOCL SODIUM HYPOCHLORITE
IA INSTRUMENT AIR
LSG LOW PRESSURE SLUDGE GAS
OF OVERFLOW
PE PRIMARY EFFLUENT
POLY POLYMER
RCW RECLAIMED WATER
RW RECYCLED WATER
SA SERVICE AIR
SBIS SODIUM BISULFITE
SAM SAMPLE
SE SECONDARY EFFLUENT
SH SODIUM HYDROXIDE
SL SLUDGE
STD STORM DRAIN
SW SURFACE WASH
TD TANK DRAIN
THS THICKENED SLUDGE
V VENT
W WATER
WW WASH WATER
AREA DESCRIPTION
00 GENERAL00 TYPICAL DETAILS00 SYMBOLS AND ABBREVIATIONS 01 SITE PLAN
02 ELECTRICAL DUCTBANK SECTIONS02 I&C CONTROL PANELS & NETWORK RACKS 03 ELECTRICAL ONE-LINE DIAGRAMS03 I&C SCADA BLOCK DIAGRAMS 04 ELECTRICAL SCHEDULES04 I&C BLOCK DIAGRAMS
05 ELECTRICAL MISC. SCHEDULES05 I&C FIBER PINOUTS05 TITLE 24 COMPLIANCE SHEETS 06 I&C CONTROL SCHEMATICS
09 I&C TABLES
60 DECHLORINATION STRUCTURE
75 DIGESTER
80 FILTER FEED PUMP STATION
85 ADVANCED WASTEWATER TREATMENT (AWT)85 AWT CLARIFIER/FILTER UNITS 87 BACKWASH PUMP STATION
89 CAROUSEL PUMP STATION
91 PAU PUMP STATION91 PLAN AND PROFILE FOR PAU PIPING
99 METER AND CONTROL VALVE99 ELECTRICAL BUILDING99 PLAN AND PROFILE ALIGNMENTS A, B, C99 RECYCLED WATER PUMP STATION99 RECYCLED WATER DISTRIBUTION TANK JD
eparker
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:15:56AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 00G08
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EY
JBB
8 GENERAL
8660F10 8660F1000G08.dgn
PUMPS (3)
HYPOCHLORITE
SODIUM
FILTERS
HOCL
TANKS (2)
STORAGE
HYPOCHLORITE
SODIUM
RCW
SEGMENT 1
PIPECONTACTOR
CHLORINE
SEGMENT 2
PIPECONTACTOR
CHLORINE
HOCL
PE
M
SE
FE
FC
STORAGE
CHLORIDE
FERRIC
TOTE
POLYMER
WW
NC
FE
NO
PONDS
EVAPORATION/PERCOLATION
FACILITY
DECHLORINATION
SE
TO RUSSIAN RIVER
NO
STORAGE (2)
RECLAIMED WATER
RCW
(2)
STORAGE
FILTER
RCW
BW
FE
PUMPS (2)
BACKWASH
STATION
BACKWASH PUMPING
HOCL
(2)
BASINS
CHLORINE CONTACT
WW
FEED PUMP (2)
BISULFITE
SODIUM
WW
WW
TANKS
STORAGE
BISULFITE
SODIUM
WW
FC
WW
SYSTEMDISTRIBUTIONWATERRECLAIMEDTO
MAIN WASTEWATER FLOWMAIN SOILS FLOWSIDE STREAM (RECYCLE)AUXILIARY FLOW LEGEND
CLARIFIERSSECONDARYFROMCLARIFIERSSECONDARYFROM
TO DAFTSCHANNELTANK INFLUENTGRIT REMOVALTO PREAERATION
LIQUIDS PROCESS FLOW DIAGRAM
EXISTING MAIN WASTEWATER FLOWEXISTING MAIN SOILS FLOWEXISTING SIDE STREAM (RECYCLE)EXISTING AUXILIARY FLOW TRANSFER PUMPS (4)
POLYMER
M
tumadhay
PUMPS (3)
WATER
RECLAIMED
PUMP STATION
RECLAIMED WATER
STATION
PUMP
CAROUSEL
PUMP (1)
PAU
(PAU)
AUGMENTATION UNIT
PRODUCTION
POND
SOUTH
POND
MIDDLE
POND
NORTH
AWT PUMPS (3)
WELL
WET AWT
STATION
PUMP
FILTER FEED
CHLORINATION FACILITY
STATION
AWT PUMP
STATION
PAU PUMP
UNITS (4)
CLARIFIER/FILTER
AWT
PUMPS (3)
FILTER FEED
STRUCTURE 80
M
SYSTEM
DISTRIBUTION
WATER
TO RECYCLED
STORAGE PONDS (3)
RECYCLED WATER
STRUCTURE
FLOW DIVERSION
PUMPS (3)
COAGULANT FEED
PUMPS (4)
RECYCLED WATER
FE
JD
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 MATTHEW C. KALLEVANT SEALED BY ORIGINAL ** CA PE NO. 84405 Plot Date: 7/12/2023 11:16:11 AM PROJECT NO. LAST SAVED BY: FILE NAME: EYY AL/ART JD 00G09 9 GENERAL SITE PLAN 8660F1000G09.dwg kjackson 8660F10 BCDEA PRODUCTION AUGMENTATION UNIT (PAU) F DAFT EQUIPMENT BUILDING G DISINFECTION CHEMICAL STORAGE FACILITIES CAROUSEL PUMP STATION CHLORINE CONTACT BASINS DECHLORINATION STRUCTURE HIJ AWT FACILITY CHLORINATION FACILITY K DISSOLVED AIR FLOTATION THICKENERS SLUDGE DRYING BED DIGESTER L SLUDGE DEWATERING FACILITY MNO STORM DRAIN PUMP STATION BACKWASH PUMP STATION P PRIMARY CLARIFIERS MAINTENANCE BUILDING Q MECHANICAL EQUIPMENT BUILDING R SOLIDS CONTACT TANKS STU TRICKLING FILTER SECONDARY CLARIFIERS V WASHWATER RECOVERY POND POWER GENERATION BUILDING WXYZ PERCOLATION PONDS AWT PUMP STATION RECLAIMED WATER FILTERS RECYCLED WATER STORAGE PONDS AA PRE-AERATION GRIT REMOVAL TANK & EQUIPMENT AERATION BLOWER BUILDING PAU PUMP STATIONS TRICKLING FILTER PUMP STATION ABACAD PROJECT STAGING AREA VEHICLE AND PEDESTRIAN ACCESS (NOT AVAILABLE TO CONTRACTOR) 1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUTING AND DETAILS. #1. PAU INLET. 2. TRUCK FILL HYDRANT (PHASE 3) TO BE REMOVED AND REPLACED DURING POND CONSTRUCTION. 3. PAU PUMP STATION INLET. GENERAL NOTES: KEY NOTES: LEGEND: STRUCTURES: 3 2 1 I Y Z H G FE D N M AD A X X X C B J U U V AB O Q AA S R AC S T T K K L P W SCALE 0 30' 60' 120' SCALE: 1" = 60' Know what's below. Call before you dig. FILE: PLAN 8660F10C04
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:35:02AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 00D01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1000D001.dgn
A NO SCALE
SITE PLAN
R
N
O
P
Q
R
S
BACKWASH PUMP STATIONPRIMARY CLARIFIERSMAINTENANCE BUILDINGMECHANICAL EQUIPMENT BUILDINGSOLIDS CONTACT TANKSTRICKLING FILTER T
U
V POWER GENERATION BUILDING
WASHWATER RECOVERY PONDSECONDARY CLARIFIER
S
S
T
T
V
U
U
Q
O
K K
L
P
M
D
E
F
G
C
B
H I
J
EYY
EXISTING STRUCTURES:
A
B
D
E
C
SLUDGE LAGOONSCAROUSEL PUMP STATIONDECHLORINATION STRUCTURECHLORINE CONTACT BASINSDISSOLVED AIR FLOTATION THICKENERS
F DAFT EQUIPMENT BUILDING
G DISINFECTION CHEMICAL STORAGE FACILITIES
H AWT FACILITY
I CHLORINATION FACILITY
J SLUDGE DRYING BED
K DIGESTER
L SLUDGE DEWATERING FACILITY
M STORM DRAIN PUMP STATION
A
N
Y
X X X
W
W
X
Y
RECYCLED WATER STORAGE PONDSPERCOLATION PONDSAWT PUMP STATION 8660F1000D01A
GENERAL NOTES:
PANEL UNLESS OTHERWISE NOTED.BETWEEN EQUIPMENT AND ITS ASSOCIATED MCC OR CONTROL REPLACED, DEMOLISH ALL ASSOCIATED CONDUITS AND WIRE ELECTRICAL AND CONTROL CONDUITS AND WIRES BEING
15. FOR EQUIPMENT BEING DEMOLISHED OR HAVING ITS
DIAMETER AND HEAVILY COMPACT EACH LAYER.HOLES IN LAYERS WITH THICKNESS NOT EXCEEDING TIE HOLE SPECIFICATION SECTION 03600. PLACE DRY-PACK MORTAR IN CONDUIT PENETRATION WITH DRY-PACK MORTAR PER CONDUITS. GRIND ABANDONED CONDUITS DOWN AND FILL
14. REMOVE CABLES FROM ABANDONED IN-SLAB OR BURIED
RECEPTACLES.PROTECT EXISTING CONDUITS TO SWITCHES, LIGHTS, AND
13. PROTECT EXISTING RECEPTACLES AND LIGHT SWITCHES.
MCC OR CONTROL PANEL.BETWEEN THE DEMOLISHED EQUIPMENT AND ITS ASSOCIATED
12. DISCONNECT AND DEMOLISH POWER AND CONTROL WIRING
THAT EQUIPMENT OR PIPE SHALL ALSO REMOVED.DEMOLISHED OR REMOVED, THE ASSOCIATED SUPPORTS FOR
11. WHERE ANY EQUIPMENT OR PIPING IS CALLED OUT TO BE
SURFACE. PATCH HOLE WITH NON-SHRINK GROUT.REMOVED, FASTENER SHALL BE CUT OFF 1-INCH BELOW BRACKETS, PIPE SUPPORTS, BASE PLATES, CLAMPS, ETC ARE
10. UNLESS OTHERWISE INDICATED, WHERE EQUIPMENT,
FACILITIES AS NECESSARY.REROUTE EARTHEN SWALES AND PROVIDE TEMPORARY MAINTAIN SITE DRAINAGE PATTERNS DURING CONSTRUCTION.
9. SITE DEMOLITION WILL IMPACT EXISTING DRAINAGE PATTERNS.
DEMOLITION.CONSTRUCTION THAT IS DAMAGED AS A RESULT OF
8. RESTORE TO ITS PRECONSTRUCTION CONDITION ANY EXISTING THOSE SHOWN ON THE DRAWINGS.
III. CONDITIONS OR DETAILS DIFFERENT FROM
AND COMPONENTS.
II. DAMAGE OR DETERIORATION TO MATERIALS
FROM THE CONTRACT DOCUMENTS.
I. SIZES OR DIMENSIONS DIFFERING
CONSTRUCTION INCLUDING BUT NOT LIMITED TO:COVERED BY THESE DRAWINGS ARE EXPOSED DURING b. NOTIFY ENGINEER IMMEDIATELY IF CONDITIONS NOT
SHOP DRAWING PREPARATION, AND FABRICATION.CONDITIONS RELATED TO WORK PRIOR TO DEMOLITION, a.FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND
7. EXISTING CONDITIONS:
RESTRICTIONS PRIOR TO DEMOLITION.
6. REFER TO SPECIFICATION SECTION 01140 FOR WORK 5. SALVAGE EQUIPMENT PER SPECIFICATION SECTION 01738.
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
4. COORDINATE DEMOLITION WORK WITH ALL APPLICABLE
BELOW GRADE PIPING DEMOLITION.REQUIRED. SEE YARD PIPING DRAWINGS FOR ADDITIONAL CONTRACT DRAWINGS FOR ADDITIONAL DEMOLITION WORK SHOWN ON THE DEMOLITION DRAWINGS. SEE OTHER
3. NOT ALL DEMOLITION WORK REQUIRED ON THIS PROJECT IS
AVAILABLE FROM OWNER FOR CONTRACTOR'S REFERENCE.SATISFY THEMSELVES PER NOTE 1. ORIGINAL DRAWINGS ARE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS TO PERFORMED AND MAJOR DEVIATIONS HAVE BEEN NOTED. BE DEMOLISHED. WHERE POSSIBLE, A FIELD VERIFICATION WAS SCANNING DESIGN DRAWINGS OF THE EXISTING ELEMENT(S) TO
2. THE DEMOLITION DRAWINGS HEREIN HAVE BEEN PRODUCED BY DRAWINGS AVAILABLE FROM THE CITY.CONTRACTOR IS CAUTIONED TO REVIEW EXISTING REFERENCE DRAWINGS SHALL BE AT THE CONTRACTOR'S DISCRETION. THE THEMSELVES AS TO THE FIELD CONDITIONS. THE USE OF THESE FIELD INVESTIGATIONS AS NECESSARY TO SATISFY DEMOLITION REQUIRED. THE CONTRACTOR SHALL MAKE SUCH CONTRACTOR FOR REFERENCE IN DETERMINING THE SCOPE OF
1. THE DEMOLITION DRAWINGS HEREIN ARE PROVIDED TO THE
A
60D01
A
89D01
A
87D01
A
85D01
eparker
A
91D01
JD
10
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:35:31AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 60D01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1060D001.dgn
A
2 1
#
GENERAL NOTES:
KEY NOTES:
1. REFER TO GENERAL NOTES ON 00D01.
EYY
DECHLORINATION STRUCTURE
1 2
1 2
EX-24" FE
3/8" = 1'-0"
TO RUSSIAN RIVER
8660F1060M9101
EX-42" FE
FACILITY
CHLORINATION
FROM
EX-24" FE
EX-2" SO2
EX-42" FE
EX-42" FE
3 60D02
PLAN
PUMP STATIONTO CAROUSEL
60D02
60D02
CONDUITS AND LABEL THEM AS SPARE. DISCONNECT SWITCHES. CAP EXISTING UNDERGROUND CONDUITS, AND EQUIPMENT STANDS ASSOCIATED WITH
3. DEMOLISH EXISTING DISCONNECTS, EXPOSED 2.
INSTALLING NEW VALVE.NOTIFY ENGINEER OF ANY DEVIATIONS PRIOR TO TO FIELD VERIFY SIZE AND MATERIAL OF PIPE AND
1. DEMOLISH VALVE. CRITICAL DIMENSION: CONTRACTOR
eparker
3 (STP)
(STP)
CONTACT BASINS
CHLORINE
FROM
JD
11
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:35:38AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 60D02
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1060D002.dgn
#
GENERAL NOTES:
KEY NOTES:
1 1. REFER TO GENERAL NOTES ON 00D01.
1 EYY
2 2
1 2
tumadhay
PHOTOS
DECHLORINATION STRUCTURE
3 60D01 60D0160D01
8660F1060D002A 8660F1060D002C8660F1060D002B
3 3. DEMOLISH CHLORINE ANALYZER 4.2.1. DEMOLISH VALVE.
JD
12
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
85D01
BAC
DEMOLITION
8660F10 8660F1085D001.dgn
A 3/16"=1'-0"
8660F085D01.jpg
2 85D02
1 1
1 1
1 1 1 1 1
85D03
85D02
1 85D03
3 EYY
4 7
888
5 5 5
85D02
6 7
7 7
5 9
8 8
PlotDate:12-JUL-202311:34:19AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
GENERAL NOTES:
KEY NOTES:
2 5
B
4 1
3 85D02
AWT CLARIFIER/FILTER PLAN
85D03
6 9
eparker
10 FILTER NO. 4 FILTER NO. 3 FILTER NO. 1
FILTER NO. 2
NO. 3
CLARIFIER
NO. 4
CLARIFIER
NO. 2
CLARIFIER
NO. 1
CLARIFIER
1. REFER TO GENERAL NOTES ON 00D01.
#
12 11
85D03
7 13
13 JD
13 14
14 WALL.
14. RESTORE EXISTING PENETRATION TO MATCH EXISTING
SEQUENCING AND 85M02.SPECIFICATION SECTION 01140 FOR POSSIBLE WORK BLOWERS HAVE BEEN DEMOLISHED. REFER TO
13. DEMOLISH 6-INCH AIR PIPING AFTER ALL EXISTING
INSTALLED AND ARE FULLY OPERABLE.ONSITE UNTIL ALL THE NEW BLOWERS HAVE BEEN
12. CONTRACTOR SHALL STORE ONE EXISTING BLOWER
THE AWT CLARIFIER/FILTER UNITS.ACTUATORS HAVE BEEN REPLACED FOR ALL FOUR OF REMAIN IN SERVICE UNTIL THE PNEUMATIC WASTE GATE NEW BLOWERS PER 85M02. AIR COMPRESSOR SHALL ASSOCIATED PIPING TO FACILITATE INSTALLATION OF
11. TEMPORARILY RELOCATE AIR COMPRESSOR AND
INDICATED ON 85M02.
10. REPLACE EXISTING 6-INCH ELBOW WITH A TEE AS
PERMANENT BLIND FLANGE.PIPE FLUSH WITH EXISTING GRADE AND PROVIDE
9. EXISTING 4" SW PIPE TO BE ABANDONED N PLACE. CUT
AND ASSOCIATED PIPING AND SUPPORTS.
8. DEMOLISH THE SURFACE WASH SWEEPS (TYPICAL OF 12) 7. REMOVE ADSORPTION CLARIFIER MEDIA. 6/85D03. OTHER WASTE GATES NOT SHOWN FOR CLARITY.ON EACH AWT CLARIFIER/FILTER UNIT. REFER TO PHOTO
6. DEMOLISH EXISTING PNEUMATIC WASTE GATE ACTUATOR 5. REMOVE FILTER MEDIA AND FILTER GRAVEL SUPPORT.4. DEMOLISH AIR PIPING AND SUPPORTS.3. DEMOLISH PRIMARY COAGULANT FEED PUMP.2. DEMOLISH AIR BLOWER.1. DEMOLISH VALVES.
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:34:25AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85D02
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1085D002.dgn
1 #
GENERAL NOTES:
KEY NOTES:
1 B
85D01
1 2 3
85D01 85D01
85D01
1 3
2 2
SECTION AND PHOTOS
1. REFER TO GENERAL NOTES ON 00D01.
NO SCALE
EYY
5 4
4 6
8660F1085D02A 8660F1085D02B
8660F1085D02C 8660F1085D02D
tumadhay
7 4
2 2
WITH EXISTING GRADE AND PROVIDE PERMANENT BLIND FLANGE.
7. EXISTING 4" SW PIPE TO BE ABANDONED IN PLACE. CUT PIPE FLUSH PIPING AND SUPPORTS.
6. DEMOLISH SURFACE WASH SYSTEM EQUIPMENT AND ASSOCIATED BLOWERS.
5. DEMOLISH EXISTING LOCAL CONTROL PANEL FOR TWO AIR
AND FOUR SOLENOID VALVES.BLOWER, EIGHT FILTER VALVES, AND FOUR AIR SCOUR VALVES, SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL FOR TWO AIR ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND CONTROL
4. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS FOR FILTERS.
3. DEMOLISH SOLENOID VALVE. TYPICAL OF FOUR SOLENOID VALVES 2. DEMOLISH AIR BLOWER AND ASSOCIATED PIPING AND SUPPORTS. 1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE FILTERS.
AWT CLARIFIER/FILTER
JD
14
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:34:40AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85D03
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1085D003.dgn
#
GENERAL NOTES:
KEY NOTES:
PHOTOS
5 8660F1085D03-5
85D01
2 1
1 1. REFER TO GENERAL NOTES ON 00D01
EYY
3 AWT CLARIFIER/FILTER
4 5
4 8660F1085D03-4
85D01
6 85D01
8660F1085D03C
6 7
85D01
EXISTING PLC-3 PANEL ELEVATION EXTERIOR
8660F1085D03D
7 eparker
8 SURFACE WASH SWEEPS.
8. DEMOLISH PIPING AND SUPPORTS ASSOCIATED WITH THE
SECTION 11802 AND CONTRACT DRAWINGS.BE REPLACED WITH VCP-3 AS SPECIFIED IN SPECIFICATION ALL COMPONENTS TO THE OWNER. EXISTING PLC-3 PANEL SHALL
7. DEMOLISH THE EXISTING PLC-3 PANEL. SALVAGE AND TURN OVER 6. DEMOLISH PORTION OF AIR WASH LINE.
CLARIFIER/FILTER UNITS.TO SPECIFICATION SECTION 11802. TYPICAL OF AWT
5. DEMOLISH EXISTING PNEUMATIC RAM OF WASTE GATES. REFER CONTROLLER INSTALLATION. EXISTING CONDUCTORS AND CONDUITS IN PLACE FOR NEW
4. DEMOLISH COAGULANT FEED PUMP CONTROLLER UNIT. PROTECT FOR CLARIFIERS.CONTROL SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND
3. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS AND CONTROL CONDUCTORS IN PLACE.
2. DEMOLISH COAGULANT FEED PUMP. PROTECT EXISTING POWER CLARIFIERS.
1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE
JD
15
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:35:35AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 87D01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1087D001.dgn
A
2 BACKWASH PUMP STATION
NO SCALE
EB
1 tumadhay
PLAN
1 #
GENERAL NOTES:
KEY NOTES:
1. REFER TO GENERAL NOTES ON 00D01.
8660F1087D01A
1- 8660F1087D01B
2- 8660F1087D01C
2 - - 1
2 3 EX - 1" FE
EX - 1 1/2" FE
EX - 1 1/2" FE
EX - 3/4" FE
(PVC)
(PVC)
4 (PVC)
(PVC)
ON 87M01.
5. REMOVE, PROTECT, AND REINSTALL BUTTERFLY VALVE AS SHOWN PLACE FOR NEW ANALYZER INSTALLATION.
4. PROTECT SIGNAL AND POWER CONDUCTORS AND CONDUITS IN 3. DEMOLISH EXISTING SURFACE WASH PUMP.
ENCLOSURE IN PLACE.
2. DEMOLISH CHLORINE ANALYZER 3. PROTECT THE EXISTING 1. DEMOLISH SAMPLE PUMP 3. 5 JD
16
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:34:32AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 89D01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10 8660F1089D001.dgn
A
8660F002D01.jpg
1 2
CAROUSEL PUMP STATION
NO SCALE
EB
TRF-3E
1 89D02
PLAN
89D02
5 2
3 4
#
GENERAL NOTES:
KEY NOTES:
1. REFER TO GENERAL NOTES ON 00D01.
eparker
DRAWINGS FOR SPECIFIC REQUIREMENTS.
5. DEMOLISH 1 KVA, 480 V TRANSFORMER. REFER TO ELECTRICAL 4. REMOVE EXISTING MOTOR OF EFFLUENT PUMP.
ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS.
3. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE. REFER TO DRAWINGS FOR SPECIFIC REQUIREMENTS.
2. DEMOLISH MOTOR CONTROL CABINET. REFER TO ELECTRICAL 1. DEMOLISH EFFLUENT PUMP.
JD
17
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202311:35:20AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 89D02
LASTSAVEDBY:
PROJECT NO. FILE NAME:
BAC
DEMOLITION
8660F10
CAROUSEL PUMP STATION
EB
#
GENERAL NOTES:
KEY NOTES:
INFORMATION.DIAGRAM FOR MORE ELECTRICAL DEMOLITION
2. REFER TO CAROUSEL PUMP STATION DEMO ONE-LINE 1. REFER TO GENERAL NOTES ON 00D01. 2 1 2
8660F1002D01-1.JPG
89D01
5 6
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89D01
PHOTOS
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6. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE.5. DEMOLISH 1 KVA, 480 V TRANSFORMER.4. DEMOLISH MOTOR CONTROL CABINET.
PUMP IN PLACE FOR NEW MOTOR INSTALLATION.
3. DEMOLISH EXISTING MOTOR OF EFFLUENT PUMPS. PROTECT
CONTROL SOURCE TO EQUIPMENT LOCATION.ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND
2. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS 1. DEMOLISH EFFLUENT PUMP. 3 JD
18 eparker
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
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CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PlotDate:12-JUL-202311:34:50AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 91D01
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BAC
DEMOLITION
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GENERAL NOTES:
KEY NOTES:
SLUDGE LAGOON
PLAN
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NO SCALE
1. REFER TO GENERAL NOTES ON 00D01.
CA
2 3
3. REGRADE EXISTING POND AREA PER DRAWING 91C01.2. REMOVED EXISTING SLUDGE PIPING.1. DEMOLISH CENTER BERM.
JM
19 obonafoux
CONTROL POINT SYMBOLS EXISTING MONUMENT EXISTING CONTROL POINT SYMBOL DESCRIPTION FLOW/SLOPE DIRECTION MANHOLE (PROFILE) MANHOLE (PLAN) PULL BOX POWER TOWER SYMBOL DESCRIPTION ROCK WALL HEADWALL CABLE TV UTILITY POLE UTILITY POLE GUY WIRE COORDINATES SLOPE CALLOUT GUARD POST CONTROL POINT 2 1 X 1325.00 PT RADIUS ANGLE CLOCKWISE PC P CTV PH SHRUB/HEDGE TREE T TELEPHONE PEDESTAL CO CLEANOUT LIGHT PP POWER POLE SIGN/SIGN POST ELECTRICAL MANHOLE AND PULL BOX GATE LINE WORK EDGE OF PVMT OR OUTSIDE FACE OF CURB CXX SPOT ELEVATION EXISTING SPOT ELEVATION 2:1 XX N=XXXXXX.XX E=XXXXXX.XX N=1600000 E=1000000 2.0% FIRE HYDRANT CATCH BASIN E POTHOLE POTHOLE NUMBER SHORING /\ FLOWLINE GUARDRAIL NEW ROAD EXISTING CONTOURS (SCREENED) NEW FENCE POWER POLE & LINE EXISTING FENCE (SCREENED) EXISTING ROAD (SCREENED) PROPERTY LINE OR RIGHT OF WAY REMOVE OR ABANDONED (CROSS HATCHING: FENCE SHOWN AS EXAMPLE) SLOPE EXISTING PIPING (TRIPLE LINES) (SCREENED) NEW PIPING (SINGLE LINE) NEW PIPING (TRIPLE LINES) EXISTING STRUCTURES (SCREENED) EXISTING PIPING (SINGLE LINE)(SCREENED) CENTER, MONUMENT, OR SURVEY LINE PP X X X X OHE OHE CABLE TV (UNDERGROUND) CTV CTV FIBER OPTIC NATURAL GAS G G SANITARY SEWER STORM DRAIN 310 310 NEW STRUCTURES OR EDGE OF PAVEMENT FUTURE ROAD, WATER EDGE OR RIDGE HIDDEN LINE OR TRAIL EDGE FO FO UNDERGROUND ELECTRIC RAILROAD TRACKS FUEL TELEPHONE WATER NEW CONTOURS SILT FENCE SF SF SF EASEMENT EXISTING EASEMENT CITY LIMITS EXISTING GRADE (PROFILE) PROPOSED GRADE (PROFILE) CURB CURB & GUTTER HATCH PATTERNS SWALE S=0.0020 M METER BOX NOTE: ALL SYMBOLS SHOWN AS NEW. EXISTING SYMBOLS ARE SCREENED. COORDINATES / ELEVATION ROADWAY / PIPE CURVES ROADWAY / PIPE CURVE (SEE TABLE ON EACH PAVING AND GRADING OR CIVIL PIPING DWG WITH ROADWAY / PIPE CURVES.) LOC LOC SECTION CUT TYPICAL DETAIL REFERENCE EXTERIOR ELEVATION VIEWS PHOTO LOCATION GRID BUBBLE PLAN/TITLE SECTION OR DETAIL TITLE W/ REFERENCE DETAIL CALL-OUT (ENLARGED) ARROW INDICATES POINT OF VIEW DRAWING REFERENCE ##X## PLAN NOT REFERENCED DETAIL REFERENCES SYMBOL DESCRIPTION REVISION DELTA SCALE KEY NOTE BREAK LINE ELEVATION TOC XXXX.XX EXISTING ELEVATION PIPE BREAK PLAN VIEW PIPE BREAK CROSS SECTION PIPE CONTINUATION (SINGLE LINE) BRACKET EX TOW XXXX.X± UNDERGROUND/ OVERHEAD WARNING (STATE/REGION SPECIFIC) NORTH ARROW/ PLANT NORTH EQUIPMENT/DEVICE KEY TAG PIPE TAG VIEWAREA DESIGNATOR (WHEN APPLICABLE) DISCIPLINE DESIGNATOR CONSECUTIVE SHEET NUMBER TYPICAL DETAIL TITLE SHEETS IN DETAIL MODIFICATION NOTE S = STANDARD J = JOB SPECIFIC R = REVISED N = NOTE TO TYPICAL DETAIL USER DATE CREATED (REVISED) LENGTH CURVE NUMBER RADIUS POINT XX * FUTURE PIPING (WHERE APPLICABLE) FUTURE * FOR EXISTING PIPING SHOW AS EX SIZE FLOW STREAM UGE UGE F F SS SS SD SD TEL TEL W W FORCEMAIN SANITARY SEWER FM FM BURIED VALVE PIPE CAP OR CONNECTION CHECK VALVE FLANGE PLUG VALVE REDUCER AIR RELEASE VALVE BLOW OFF VALVE SERVICE CONNECTION HOSE BIBB / YARD HYDRANT BALL VALVE GATE VALVE BUTTERFLY VALVE LIMITS OF CONSTRUCTION ##X## 1 SEE INDICATED DRAWING VIEW DRAWING CUT ORIGINATION ALPHA = SECTION NUMERIC = DETAIL PHX SOIL BORING LOCATIONS B-XX XX EQUIPMENT/DEVICE NUMBER STAGING AREA CLSM TREAD PLATE AGGREGATE BASE COURSE (ABC) ASPHALT PAVING GRATING BEDROCK CONCRETE (ALL CLASSES) DRAIN ROCK GRAVEL RIPRAP EXISTING/ UNDISTURBED SOIL STRUCTURAL FILL OR BACKFILL STEEL LANDSCAPING OR (WITH AERIAL) SPAN SCALE: FILE: PLAN DESCRIPTION FILE A SCALE VIEW TITLE A##X## - = SHOWN ON SAME DRAWING ##X## = SEE INDICATED DRAWING VIEW SCALE: FILE: C/1 ELEVATION ##X## SCALE FILE DESCRIPTION VIEW TITLE TYP? TYPICAL DETAIL # #- ##X## A A1 TYP SHT OF X X XX/XX/20XX LINE 3 LINE 2 S ? LINE 1 TYPICAL DETAIL # 34 1 XXX-XX-XXX 0 10' 20' 40' SCALE: 1" = 20' 2 MATCH LINE MATCH LINE STA XXX SEE DWG XXX X" XXX PIPE SIZE FLOW STREAM 30.0° NORTH
TRUE
PLANT
NORTH XX.XX ANY SPECIFIC DESIGNATIONS NOTED WILL NEED TO REFER TO ABBREVIATIONS PROJECT NO.
LAST SAVED BY: FILE NAME:
Plot Date: CDA JRD JM 00C01 20 CIVIL GENERAL CIVIL LEGEND AND SYMBOLS 8660F1000C01.dwg gdavis 8660F1010/5/2022 11:08:46 AM
usanorth811.org REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 SCHEDULES GENERAL PIPELINE NOTES: NOTES 1. DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10 FEET HORIZONTAL AND 3 FEET VERTICAL BETWEEN THE SEWER LINES AND EXISTING WATER LINES. 3. REFER TO THE GEOTECHNICAL REPORT LOCATED IN THE APPENDIX OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE GEOTECHNICAL CONDITIONS AND BORING INFORMATION. 4. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE AT THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE ASPHALT, CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE AND ROCKING UNDER TRAFFIC. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD. 6. ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS. 7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES BUT IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION, CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF BARRICADES AND WARNING DEVICES. 8. LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED. 9. ALL ROAD DITCHES, FENCE LINES, PASTURES AND SIMILAR AREAS SHALL BE RESTORED PER SPECIFICATION 02952. 10. ALL CROPPED AREAS DISTURBED SHALL HAVE THE TOPSOIL REPLACED AND THE ENTIRE AREA DISTURBED SHALL BE RIPPED 2 FT DEEP PER THE LAND OWNERS REQUIREMENTS. 11. CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZE DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS. WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREAS UNDISTURBED. UTILITY NOTES: EARTHWORK NOTES: 1. CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS EXISTING FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS, STUMPS, BRUSH, WEEDS, RUBBISH, TREES, BOULDERS, AND ANY OTHER ITEMS WHICH INTERFERES WITH CONSTRUCTION OPERATIONS OR ARE DESIGNATED FOR REMOVAL. 2. GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL BELOW THE GROUND SURFACE REMAINING AFTER CLEARING. 3. DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. 4. STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL BE ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE FIELD AS SOIL CONDITIONS DICTATE. 5. REPLACE STOCKPILED SOIL AND RESTORE SITE AS SPECIFIED. 6. ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE AND BACKFILLING WITH TOPSOIL. SOIL REMOVED MAY BE USED FOR TRENCH BACKFILL ABOVE THE PIPE ZONE AND 3 FEET BELOW FINISHED GRADE. 1. EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION. THE CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR EXISTING UTILITIES. 2. PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN PERIOD. 3. SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE AND PROTECT SERVICE DURING CONSTRUCTION. 4. CONTRACTOR SHALL CALL THE "LOCAL UTILITY LOCATOR" AT 1-800-277-2600 PRIOR TO ANY EXCAVATION ACTIVITIES. 5. THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE UTILITY OWNERS SO THAT THOSE UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES. GENERAL NOTES: 1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. 3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE IN THE SAME AS FOR OTHER SIMILAR WORK. 5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS AND REQUIREMENTS. 6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE OWNER. 7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID. 8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. 10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM. 11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE. 12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES. SEE SCHEDULE ON SHEET 00G03 13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY THE PLANT. 14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN. WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED TO MAINTAIN SERVICE BY THE PLANT. 15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE. DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE. 16. ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN OTHERWISE. 17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE OWNER OF THE ELECTRIC LINES. 18. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES. 19. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 20. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. PROJECT NO.
LAST SAVED BY: FILE NAME:
Plot Date: CDA JDM BWA 00C02 21 CIVIL GENERAL CIVIL NOTES AND SCHEDULES 8660F1000C02.dwg JDiDonato 8660F1010/5/2022 11:07:47 AM
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Plot Date: 7/12/2023 11:48:27 AM REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD JM 00C03 22 CIVIL WWTP SITE PLAN8660F1000C03.dwg JDiDonato 8660F10 FILE: PLAN 8660F10C04 DIGESTER NO. 1 DIGESTER NO. 2 SLUDGE DE-WATERING FACILITY NORTH POND MIDDLE POND BACKWASH PUMP STATION TRUCK FILL HYDRANT (PHASE 3) TO BE REMOVED AND REPLACED DURING POND CONSTRUCTION SOUTH POND EX 12" SL EXISTING DREDGE LINE 2 1 EX 6" SL 6" SL KEY NOTES: 1. PRIOR TO INSTALLING THE NEW 6" SLUDGE PIPE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION, CONDITION, MATERIAL, OUTSIDE DIAMETER OF THE EXISTING 6" SLUDGE LINE (APPROXIMATELY 4 FEET BELOW GRADE), AND NOTIFY THE ENGINEER. USE FITTINGS/COUPLINGS AS REQUIRED. 2. PRIOR TO INSTALLING THE NEW 6" SLUDGE PIPE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION, CONDITION, MATERIAL, OUTSIDE DIAMETER OF THE EXISTING 12" SLUDGE LINE (APPROXIMATELY 4 FEET BELOW GRADE), AND NOTIFY THE ENGINEER. USE FITTINGS/COUPLINGS AS REQUIRED. GENERAL NOTES: 1. THE LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL RELEVANT EXISTING UTILITIES. X SCALE 0 20' 40' 80' SCALE: 1" = 40' Know what's below. Call before you dig.
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580 BP STA 10+00.00 N=2169003.65 E=6223990.95 PC STA 10+09.50 N=2169013.10 E=6223989.90 PC STA 14+96.39 N=2168995.80 E=6223521.77 PC STA 17+98.87 N=2168731.45 E=6223546.43 PC STA 22+34.39 N=2168726.04 E=6223965.35 PT STA 10+63.71 N=2169043.59 E=6223951.80 PT STA 15+95.02 N=2168922.96 E=6223476.59 PT STA 18+69.94 N=2168695.81 E=6223602.15 PT STA 23+21.48 N=2168786.35 E=6224014.99 10+00 11+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 STA 24+97.86 OFFSET=12.26' L NORTHING=2168960.31 EASTING=6223983.41 581.00 FG GB STA 23+92.53 OFFSET=42.83' L NORTHING=2168852.26 EASTING=6223964.60 570.95 FG GB 3:1 3:1 3:1 3:1 3:1 3:1 3:1 9.3% 3:1 3:1 3:1 3:1 3:1 3:1 575 580 572 573 574 576 577 578 579 581 575 580 573 574 576 577 578 579 581 575 580 580 572 573 574 576 576 577 577 578 578 579 579 581 581 580 576 577 578 579 581 570
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Plot Date: 7/12/2023 11:48:50 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA OV BWA 91C01 23 CIVIL PAU GRADING PLAN8660F1091C01.dwg atucker 8660F10 FILE: PLAN 8660F10C04 0 15' 30' 60' SCALE: 1" = 30' Know what's below. Call before you dig. KEY NOTES: 1. FINISHED GRADE OF THE BOTTOM OF THE PAU SHALL BE SLOPED FROM THE TOE OF THE SLOPE TO THE PUMP STATION INLET. 2. RECYCLED WATER INFRASTRUCTURE SHALL REMAIN IN SERVICE DURING CONSTRUCTION. PROTECT IN PLACE. 3. REFER TO SHEET 91C07 FOR PAU INLET PIPING ALIGNMENT AND PROFILE. 4. REFER TO SHEET 91C08 FOR PAU OUTLET PIPING ALIGNMENT AND PROFILE. 5. REFER TO SHEET 91S04 FOR PAU INLET STRUCTURE. 6. ACCESS ROAD ON TOP OF BERM SHALL CONSIST OF 6-INCHES AB OVER GEOTEXTILE FABRIC WITH 1-FOOT SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. ACCESS ROAD TO BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION 02747. 7. THE CONTRACTOR SHALL DECOMMISSION THE EXISTING BURIED ELECTRIC UTILITY BEFORE PAU CONSTRUCTION. REFER TO SPECIFICATION SECTION 01140 FOR WORK RESTRICTIONS. THE CONTRACTOR SHALL REESTABLISH THE BURIED ELECTRIC UTILITY AS SHOWN ON THE ELECTRIC SITE PLAN. REFER TO DWG 01E02. 8. 8" THICK SLAB ON GRADE WITH #5@12" O.C. EACH WAY. REFER TO DETAIL 5/91C04. 9. 8" THICK SLOPED SLAB ON GRADE (WALL) WITH #5@12" O.C. EACH WAY. REFER TO DETAIL 5/91C04 AND DETAIL 7/91C04. 10. CONSTRUCTION JOINTS IN SLAB ON GRADE SPACED AT MAXIMUM 20'-0" O.C. IN EACH DIRECTION. THE JOINTS SHALL AS PER TYPICAL DETAIL S110 WITH WATER STOP AND EXTEND THROUGH THE SLOPED SLAB ON GRADE (WALL). 11. EXPANSION JOINT PER DETAIL 6 /91C04 TYPICAL ALL AROUND THE BASIN. 12. TOP OF THE BERM CONCRETE LINER DETAIL PER DETAIL 7/91C04 TYPICAL ALL AROUND THE BASIN. 13. ADJUST CONSTRUCTION JOINT LOCATION TO ACCOMMODATE INLET STRUCTURES. GENERAL NOTES: 1. CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 2. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS PRIOR TO EARTHWORK ACTIVITIES PER SPECIFICATION SECTION 02200. 3. REFER TO SPECIFICATION SECTION 02300 AND 02301 FOR EARTHWORK AND BACKFILL REQUIREMENTS. 4. THE CONTRACTOR SHALL REMOVE ALL EXISTING SLUDGE MATERIAL. THE SLUDGE MATERIALS SHALL BE REMOVED TO AN APPROXIMATE ELEVATION OF 567 FEET. X 16" RW 30" RW 16" SE PRODUCTION AUGMENTATION UNIT RW METER VAULT (PHASE 3) TO PHASE 3 DISTRIBUTION SYSTEM TOP OF BERM PAU PUMP STATION INLET INVERT ELEVATION = 570.0 12" SE 1 TOE OF SLOPE CAUTION HIGH PRESSURE GAS PIPELINE TOE OF SLOPE 2 2 TOE OF SLOPE 3 4 1 91C03 D91C02 E91C02 A91C02 13'
13'
13' C91C02 B91C02 13' TOE OF SLOPE CUT: 31974 CUBIC YARDS FILL: 2747 CUBIC YARDS 91C06 A EX SLUDGE DEWATERING FACILITY EX CHLORINE CONTACT BASINS LEGEND: CONCRETE BASIN DESIGN PER 91C03 EX OPERATIONS BUILDING PAU INLET PIPING INVERT ELEVATION = 570.78 TOE OF SLOPE ELEVATION = 571.28 TOE OF SLOPE ELEVATION = 571.40 TOE OF SLOPE TOE OF SLOPE ELEVATION = 571.24 ELEVATION = 571.37 TOE OF SLOPE ELEVATION = 571.63 TOE OF SLOPE ELEVATION = 571.47 TOE OF SLOPE ELEVATION = 571.47 TOE OF SLOPE ELEVATION = 571.12 FUTURE CHLORINE CONTACT BASIN EX CAROUSEL PUMP STATION EX BACKWASH PUMP STATION 6 7 8 9 10 11 12 13 13 TYP CF161
560 565 570 575 580 585 590 560 565 570 575 580 585 590 9+60 10+00 11+00 12+00 0.0% 0.0% STA 10+00.00
BEGIN ACCESS RAMP
FG 581.00
STA 10+43.99
OFFSET =12.26' L
FG 581.00
STA 11+51.73
OFFSET 34.43' L
FG 570.95
FG @ CENTERLINE APPROX EXIST GROUND @ CENTERLINE -9.3% 565 GROUND WATER ELEV 13' FG ELEV 571.37 TOP OF BERM FG ELEV 581.00 3:1 579 FG @ CENTERLINE APPROX EXIST GROUND @ CENTERLINE 565 GROUND WATER ELEV 3:1 APPROX EXIST GROUND @ CENTERLINE 13' APPROX EXIST GROUND @ CENTERLINE FG @ CENTERLINE FG ELEV 571.12 TOP OF BERM FG ELEV 581.00 579 3:1PREVENT RUNOFF FROM COLLECTING AT THE TOE OF THE SLOPE (TYP) OUTER SLOPE OF BERM TO BE MINIMUM 3H:1V. REGRADE AS REQUIRED 565 GROUND WATER ELEV -120
-100 13' FG ELEV 571.47 TOP OF BERM FG ELEV 581.00 579 565 GROUND WATER ELEV FG @ CENTERLINE 3:1 3:1 APPROX EXIST GROUND @ CENTERLINE 13' FG ELEV 571.28 TOP OF BERM FG ELEV 581.00 -120
-100 579 565 GROUND WATER ELEV 3:1 3:1
FG @ CENTERLINE APPROX EXIST GROUND @ CENTERLINE
Plot Date: 7/12/2023 11:47:10 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD JM 91C02 24 CIVIL PAU PROFILE AND SECTIONS8660F1091C02.dwg JDiDonato 8660F10 Know what's below. Call before you dig. FILE: A PROFILE 91C01POND ACESS RAMP POND AWT STORAGE.dwg SCALE: FILE: B SECTION 91C01 AS NOTED POND AWT STORAGE.dwg BERM SECTION STA 14+25 (HORIZ) 0 5' 10' 20' SCALE: 1" = 10' 0 25' 50' 100' SCALE: 1" = 50' (VERT) SCALE: FILE: C SECTION 91C01 AS NOTED POND AWT STORAGE.dwg BERM SECTION STA 16+50 SCALE: FILE: D SECTION 91C01 AS NOTED POND AWT STORAGE.dwg BERM SECTION STA 19+50 SCALE: FILE: E SECTION 91C01 AS NOTED POND AWT STORAGE.dwg BERM SECTION ST 23+60 GENERAL NOTES: 1. CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 2. PAU TO BE CONSTRUCTED PER SPECIFICATION SECTIONS 02300 AND 02301. 3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS PRIOR TO EARTHWORK ACTIVITIES PER SPECIFICATION SECTION 02200. 4. ACCESS ROAD ON TOP OF BERM SHALL CONSIST OF 6-INCH AB OVER GEOTEXTILE FABRIC WITH 1-FOOT SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. ACCESS ROAD TO BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION 02747. 5. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN OR ACCESS ROAD SHALL BE GRADED TO MEET EXISTING GRADE, COMPACTED, AND RESEEDED PER SPECIFICATION SECTION 02939. 6. THE CROSS-SECTIONS ON THIS SHEET ONLY DEPICT EXISTING AND FINAL ELEVATIONS. REFER TO DRAWING 91C03 FOR CONCRETE BASIN DETAILS AND SUB-GRADE PREPARATION REQUIREMENTS.
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 KEY NOTES: 1. EXTEND OVER EXCAVATION 5 FT LATERALLLY BEYOND THE EDGE OF THE BASIN BOTTOM. 2. SLOPE OUTSIDE OF BERM TO MEET EXISTING GRADE. 3. NATIVE MATERIAL, MINUS ORGANICS, DEBRIS, AND OTHER DELETERIOUS MATERIALS ARE SUITABLE FOR ENGINEERED FILL IF NOT EXCEEDING A MAXIMUM PARTICLE SIZE OF 4 INCHES. EXCAVATED MATERIALS UNSUITABLE FOR USE AS STRUCTURAL FILL CAN BE PLACED OUTSIDE OF THE STRUCTURE LIMITS, OR DISPOSED OFF-SITE. 4. BENCH FILL INTO THE EXISTING EMBANKMENT AT A MINIMUM OF 1'H:1'V OF FILL PLACED, OR AS NECESSARY TO REMOVE LOOSE MATERIAL AND PROVIDE PROPER COMPACTION ALONG THE ZONE OF TRANSITION. 5. IF IMPORTED SOIL IS REQUIRED FOR CONSTRUCTION DUE TO EXISTING BACKFILL MATERIAL BEING UNSUITABLE, THE GEOTECHNICAL ENGINEER MUST REVIEW AND APPROVE SOILS FOR USE PRIOR TO TRANSPORT TO THE SITE. 6. BERM TO BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION SECTIONS 02300 AND 02301. GENERAL NOTES: 1. ACCESS ROAD ON TOP OF BERM SHALL CONSIST OF 6 INCH AB OVER GEOTEXTILE FABRIC WITH 1 FT SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. ACCESS ROAD TO BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION 02747. ALL UNPAVED AREAS WITHIN THE PROJECT SITE SHALL BE COMPACTED AND RESEEDED PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN OR ACCESS ROAD SHALL BE GRADED TO MEET EXISTING GRADE, COMPACTED, AND RESEEDED PER SPECIFICATION SECTION 02939. 3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS PRIOR TO EARTHWORK ACTIVITIES PER SPECIFICATION SECTION 02200. X PROJECT NO.
LAST SAVED BY: FILE NAME:
Plot Date: CDA JRD JM 91C03 25 CIVIL PAU DETAILS 1 8660F1091C03.dwg atucker 8660F109/12/2022 7:29:07 AM Know what's below. Call before you dig. SCALE: FILE: 1 DETAIL - 3/4"=1'-0" 8660F1091C03 TOP OF BERM SCALE: FILE: 2 DETAIL - 3/4"=1'-0" 8660F1091C03 VEHICULAR ACCESS RAMP SCALE: FILE: 3 DETAIL - 3/4"=1'-0" 8660F1091C03 EXCAVATION SECTION SCALE: FILE: 4 DETAIL - 3/4"=1'-0" 8660F1091C03 CONCRETE BASIN SECTION 2% SLOPE 2'-0" 13'-0" 10'-6" 6" VARIES SEE SHEET 91C01 SLOPE VARIES SEE SHEET 91C01 (3:1 MAX) TOP OF BERM 6" MIN 100% CRUSHED CLASS 2 AGGREGATE BASE (1 1/2") COMPLACT WITH VIBRATORY DRUM TO 95% R.C., ACCESS ROAD TO BE SEALED IN ACCORDANCE WITH SECTION 02747 CONCRETE LINER INSTALLED PER DETAIL 5/91C04 BACKFILL STABILIZED AND COMPACTED IN 8 INCH LIFTS PER SECTION 02300 3:1 3:1 CONCRETE LINER INSTALLED PER DETAIL 5/91C04 CONCRETE RAMP 6 91C04 8 91C04 3:1 #5@12" O.C. BOTH WAYS @ MIDDLE SLAB (TYP) 5 91C04 (TYP) EX TOP OF BERM (EL 581) NATIVE MATERIAL BERM PROPOSED BASIN AREA LIMIT OF OVER EXCAVATION (EL 567) FG EL 570 5'-0" 5'-0" 1 1 OVER EXCAVATE TO REMOVE ALL SLUDGE SEDIMENTS FROM EXISTING BASIN NATIVE MATERIAL BERM EX TOP OF BERM (EL 581) TOP OF BERM (FG EL 581) 3:1 3:1 6 91C04 10'-6" OVERBUILD BERM AND CUT BACK TO NEAT LINES 4 CONCRETE LINER INSTALLED PER DETAIL 5/91C04 FINISHED GRADE PER SHEET 91C01 TOP OF BERM (FG EL 581) 6 NATIVE MATERIAL BERM. CONSTRUCT BERM IN 8" LOOSE LIFTS COMPACTED TO 90% RC 3 2 ACCESS ROAD FILL AGGREGATE BASE LEGEND: CONCRETE EXISTING BACKFILL 12'-0"
GENERAL NOTES: 1. ACCESS ROAD ON TOP OF BERM SHALL CONSIST OF 6 INCH AB OVER GEOTEXTILE FABRIC WITH 1 FT SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. ACCESS ROAD TO BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION 02747. ALL UNPAVED AREAS WITHIN THE PROJECT SITE SHALL BE COMPACTED AND RESEEDED PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN OR ACCESS ROAD SHALL BE GRADED TO MEET EXISTING GRADE, COMPACTED, AND RESEEDED PER SPECIFICATION SECTION 02939. 3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS PRIOR TO EARTHWORK ACTIVITIES PER SPECIFICATION SECTION 02200. PROJECT NO.
LAST SAVED BY: FILE NAME:
Plot Date: CDA JRD JM 91C04 26 CIVIL PAU DETAILS 2 8660F1091C04.dwg atucker 8660F109/12/2022 7:29:07 AM REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 COMPACT AGGREGATE BASE COURSE COMPACTED TO 95% SCALE: FILE: 5 DETAIL 91C03 1 1/2"=1'-0" 8660F1091C04 CONCRETE PAVEMENT OVER EXCAVATION AND COMPACT AS PER GEOTECHNICAL REPORT #5@12" EW 5000 PSI CONCRETE BROOMED FINISH 5- 8" 6"
5"
(CLR)
(MIN)
1'-0" 8" 8" #5@12"
(4) #5 CONT (TYP) 5- (TYP) 5- (TYP)
(TYP)
#5@12" O.C. EA. WAY 2'-0"
10"
8" 1/2" EXPANSION JOINT PER DETAIL S130/TYP 1/2" EXPANSION JOINT PER DETAIL S130/TYP 12" LAP BOTH SIDES 12" LAP BOTH SIDES 8" 1'-0" 8" 1'-0" 8" 1 1.5 1 1.5 Know what's below. Call before you dig. 10" 10" 10" 10"
1'-0" 8" (4) #5 CONT (TYP) #5@12"SCALE: FILE: 6 DETAIL 91C03 1 1/2"=1'-0" 8660F1091C04 SCALE: FILE: 7 DETAIL 91C03 1 1/2"=1'-0" 8660F1091C04 SCALE: FILE: 8 DETAIL 91C03 1 1/2"=1'-0" 8660F1091C04 AGGREGATE BASE LEGEND: CONCRETE EXISTING BACKFILL 1'-8" 1'-8"
BP STA 10+00.00 N=2169003.65 E=6223990.95 PC STA 10+09.50 N=2169013.10 E=6223989.90 PC STA 14+96.39 N=2168995.80 E=6223521.77 PC STA 17+98.87 N=2168731.45 E=6223546.43 PC STA 22+34.39 N=2168726.04 E=6223965.35 PT STA 10+63.71 N=2169043.59 E=6223951.80 PT STA 15+95.02 N=2168922.96 E=6223476.59 PT STA 18+69.94 N=2168695.81 E=6223602.15 PT STA 23+21.48 N=2168786.35 E=6224014.99 10+00 11+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 L1 L2 L3 L4 L5 L6 L8 L7 L9 L10 L11 L12 L13 L14 L15 L17 L18 C1 C3 C5 C7 STA 24+97.86 OFFSET=12.26' L NORTHING=2168960.31 EASTING=6223983.41 581.00 FG GB STA 23+92.53 OFFSET=42.83' L NORTHING=2168852.26 EASTING=6223964.60 570.95 FG GB Curve Table Curve # C1 C3 C5 C7 Length 97.48 79.55 40.20 64.42 Radius 61.00 61.00 61.00 41.00 Delta 91.56 74.72 37.76 90.03 Line Table Line # L1L2L3L4L5L6L7L8L9 L10 L11 L12 L13 L14 L15 L17 L18 Length 210.34 37.34 364.45 43.05 203.84 41.97 134.27 31.23 96.77 39.31 96.77 25.16 5.85 3.52 16.59 14.93 87.28 Direction N6° 18' 52.04"W S16° 34' 28.96"W N85° 14' 31.97"E S6° 18' 52.04"E S20° 02' 13.69"E N5° 53' 12.34"E S83° 39' 30.43"W N38° 25' 10.85"W S9° 52' 16.31"W N85° 14' 31.97"E N9° 52' 16.31"E N6° 17' 51.03"W N6° 18' 52.04"W S78° 13' 05.23"W S57° 44' 59.02"W N85° 14' 31.97"E N85° 14' 31.97"E Plot Date: 7/12/2023 11:49:02 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD JM 91C05 27 CIVIL PAU SURVEY CONTROL PLAN8660F1091C05.dwg atucker 8660F10 FILE: PLAN 8660F10C04 0 15' 30' 60' SCALE: 1" = 30' Know what's below. Call before you dig. KEY NOTES: 1. LIMIT OF GRADING SHOWN. THE BERM OUTSIDE OF THE ACCESS ROAD SHOULD BE SLOPED AT 1V:3H TO MEET THE EXISTING GRADE. REFER TO DRAWING 91C04 FOR TYPICAL BERM DETAILS. 2. REFER TO DRAWING 91C06 FOR PUMP STATION AND INLET LOCATIONS. 3. REFER TO DRAWING 91C07 FOR PUMP STATION AND INLET LOCATIONS. GENERAL NOTES: 1. REFER TO 91C01 FOR PAU GRADING PLAN. 2. THE PLAN DEPICTS FINISHED GRADE AND DIMENSIONS. REFER TO 91C04 FOR CONCRETE BASIN AND SUBGRADE DESIGN DETAILS. X TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE 2 3 1 1 1
L14 N=2168986.26 E=6223803.26 N=2168993.39 E=6223794.92 N=2169020.80 E=6223799.44 N=2169035.82 E=6223789.73 575 580 571 572573574 576577578579 Plot Date: 7/12/2023 11:49:31 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD BWA 91C06 28 CIVIL PAU PUMP STATION PLAN8660F1091C06.dwg atucker 8660F10 0 2.5' 5' 10' SCALE: 1" = 5' Know what's below. Call before you dig. GENERAL NOTES: 1. REFER TO DRAWING 91S01 FOR PUMP STATION DIMENSIONS. SCALE: FILE: PLAN SITE 8660F1073C0801 A 1" = 5' 1 91S03 16" INLET FROM PAU
TO CHLORINATION
STRUCTURE, SEE
DWG 91C08 FOR
CONTINUATION PRODUCTION AUGMENTATION UNIT PAU PUMP STATION PAU PUMP STATION INLET STRUCTURE LEGEND: CONCRETE BASIN DESIGN PER 91C03 A91M01 A/B 91S01
570
580 580 11+75.22 10+00 11+00 STA. 10+22.82 N=2169077.31 E=6224077.77 Δ=90°00'00" LT EC 11+75.22 10+00 11+00 571.0 STA. 10+93.06 N=2169071.28 E=6224007.79 Δ=45°00'00" RT STA. 10+04.73 N=2169095.34 E=6224076.24 STA. 11+75.22 N=2169008.41 E=6223954.90 16" PAU INLET 556 560 564 568 572 576 580 584 588 556 560 564 568 572 576 580 584 588 9+50 10+00 11+00 12+00 13+00 STA=10+12
16" 90° BEND
INV = 575.95 PROPOSED PAU BERM
STA=10+12
16" 90° BEND
INV=581.66 DIP PVC TYP CY111
30" RW
TOP=568.78
16" RW
TOP=569.48
36" x 30" CULVERT
TOP=572.06
36" x 30" CULVERT
TOP=571.95
STA:11+75.22
PAU INLET
INV=570.78 165 LF OF 16' PVC DR 18 RESTRAINED JOINTS REQ'D STA:10+04.73
INV=581.83
STA=10+07.20
16" BFV
INV=581.83 EXISTING GRADE PAU INLET
STA=10+22.82
16" 90° BEND
INV = 575.95
STA=10+93.06
STA=11+32.56
16" 45° BEND
INV = 575.95
STA=11+40.53
16" 45° BEND
INV = 568.45
16" 45° BEND
INV = 575.95
Plot Date: 7/12/2023 11:50:00 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD JM 91C07 29 CIVIL PLAN AND PROFILE PAU INLET YARD PIPING8660F1091C07.dwg JDiDonato 8660F10 Know what's below. Call before you dig. KEY NOTES: 1. CROSSING DEPTH UNKNOWN. CONTRACTOR TO VERIFY PRIOR TO EXCAVATION. 2. REFER TO DRAWING 89M01 FOR CONTINUATION AND CONNECTION TO PUMP STATION. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL CROSSINGS PRIOR TO CONSTRUCTION. X (HORIZ) 0 5' 10' 20' SCALE: 1" = 10' 0 10' 20' 40' SCALE: 1" = 20' (VERT) 1 2 16" RW 30" RW 42" FE 36" FE EX CULVERT FILE: PLAN 8660F1073C0801 FILE: PROFILE 8660F1073C0801 EX DECHLORINATION STRUCTURE EX CAROUSEL PUMP STATION 1 1 1 EX CHLORINE CONTACT BASINS FUTURE CHLORINE CONTACT BASIN 95S01 H 2
L7
L14
580
EC
EC
EC
EC
EC
EC
EC
13+93.35
10+00
11+00
12+00
13+00 STA. 11+21.22 N=2169159.94 E=6223780.02 Δ=45°00'00" RT STA. 13+78.35 N=2169405.53 E=6223769.41 Δ=90° LT STA. 11+56.26 N=2169187.03 E=6223802.25 Δ=45°00'00" LT STA. 13+33.12 N=2169360.93 E= 6223785.66 Δ=11.25° LT 9+74 10+00 11+00 12+00 13+00 13+93.35 STA. 10+02.00 N=2169041.44 E=6223793.13 556 560 564 568 572 576 580 584 588 592 556 560 564 568 572 576 580 584 588 592 9+50 10+00 11+00 12+00 13+00 14+00 14+50 STA=10+02
INV - 570.20
12" EX UTILITY
TOP=575.50
6" DRAIN
TOP=572.61
2" EX UTILITY
TOP=575.50
2" EX UTILITY
TOP=575.50
4" SW
TOP=575.19
14" BW
TOP=573.69
24" FE
TOP=576.03
4" DR
TOP=574.92 EXISTING GRADE
STA=11+06.79
10" 45° BEND
INV = 566.68 TYP CY111
STA=13+93.69
CONNECTION TO
CHLORINATION FAC
INV = 571.00
42" SE
TOP = 568.00
24" WW
TOP = 571.00 42" SCE TOP = 568.00 394 LF OF 10" PVC DR 18 RESTRAINED JOINTS REQ'D EXISTING CHLORINATION FACILITY STA=13+33.12
10" 11.25° BEND
INV = 573.50
STA=13+78.35
10" 90° BEND ROLLED 45°
INV = 573.50 PAU PUMP STATION
EX 12" UNK
INV=573.5±
EX 12" UNK
INV=573.6±
EX 12" UNK
INV=573.5±
EX 12" UNK
INV=573.4±
EX 12" UNK
INV=573.6±
2'X1.5' DUCTBANK
INV=573.3±
DUCT BANK (ASSUMED)
TOP=574.56
12" EX UTILITY
TOP=574.21
STA:13+02.00
10" BFV
INV=571.42
STA:13+22.00
10" CHECK VALVE
INV=571.47
STA=11+03.06
10" 45° BEND
INV = 570.20
STA=11+06.79
10" 45° BEND
INV = 566.68
STA=11+21.22
10" 45° BEND
INV = 566.68
STA=11+56.26
10" 45° BEND
INV = 566.68
STA=12+01.46
10" 45° BEND
INV = 566.66
STA=12+06
10" 45° BEND
INV = 571.19
Plot Date: 7/12/2023 11:50:32 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JDMJM 91C08 30 CIVIL PLAN AND PROFILE PAU OUTLET YARD PIPING8660F1091C08.dwg atucker 8660F10 Know what's below. Call before you dig. KEY NOTES: 1. REFER TO DRAWING 91M01 FOR CONTINUATION AND CONNECTION TO PUMP STATION. 2. SEE DETAIL P300/TYP FOR CONNECTION TO EXISTING WET WELL. CONTRACTOR TO VERIFY CONNECTION POINT AND SUPPORT ADJACENT YARD PIPING WHILE EXCAVATING. CONNECTION LOCATION SHOULD NOT INTERFERE WITH EXISTING EFFLUENT FLOW TRANSMITTER. 3. CROSSING DEPTH UNKNOWN. CONTRACTOR TO VERIFY PRIOR TO EXCAVATION. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY OR PIPE CROSSINGS PRIOR TO CONSTRUCTION. X (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 10' 20' 40' SCALE: 1" = 20' (VERT) 1 2 STA. 13+93.65 N=2169400.29 E=6223755.35 CONNECTION TO CHLORINATION FACILITY EX STORM DRAIN PUMP STATION (ABANDONED) EX 4" RCW EX 24" FE EX 14" BW (ABANDONED) EX 4" FW PAU PUMP STATION INLET EX BACKWASH PUMP STATION EX CHLORINE CONTACT BASINS EX 24" FE EX DAFT BUILDING EX CHEMICAL STORAGE EX 42" SE EX 24" WW EX RECLAIMED WATER FILTERS EX AWT WET WELL EX AWT FACILITY PAU PUMP STATION FILE: PLAN 8660F1073C0801 FILE: PROFILE 8660F1073C0801 EX CHLORINATION FACILITY TYP MP532 (TYP) 3 3 3 3 91S03 E 1 2
580 584 588 592 596 600 604 608 612 580 584 588 592 596 600 604 608 612 A9+00 A10+00 A11+00 A12+00 A13+00 A14+00 A15+00 A16+00 A17+00 A18+00 A19+00 EXISTING GRADE STA A10+18.60
INV=593.82
18" 22.5° BEND
STA A10+63.72
INV=590.91
18" 90° VERT BEND STA A13+00.61 INV=596.62 18" 90° VERT BEND STA A13+00.61
INV=590.91
18" 90° VERT BEND
EX 6" W
INV=599.3±
EX W
INV=600.6±
EX 6" SS
INV=593.8±
STA B10+62.22
CARV
STA A12+95.60
BLOW OFF
M-28
STA A10+05.00
METER TAP
STA A10+15.39
INV=593.90
18" X 16" RED
STA A17+76.16
INV=598.11 STA A10+63.72 INV=596.52 18" 90° VERT BEND 18" RW STA A10+02.50
CARV EX 16" RW
STA=A10+09.83
16" BFV
STA A10+14.54
METER TAP
STA=A13+10.84
18" BFV
S=-6.27%
S=-1.01%
S=-0.50% S=-0.09%
STA A13+04.68
CARV
STA A13+29.02
INV=596.61
18" 45° BEND
STA A13+72.15
INV=596.61
18" 45° BEND
EX 21" SS
INV=592.6±
STA A13+98.58
INV=596.60
18" 45° BEND
STA A15+28.29
INV=597.89
STATE (CALTRANS) ROW 227 LF OF 30" STEEL CASING INSTALL 227 LF OF FPVC DR 18 INSTALL 318 LF OF FPVC DR 18 INSTALL 288 LF OF 18" PVC DR18 TYP CY165 TYP CY111 TYP CY111 STA A10+00.00
STA A16+12.00 EX 21" SS EX 15" SS EX 18" W EX T EX E EX OHW EX 16" W EX W 18" RW STA A10+18.60 N=2186266.20 E=6222080.74 18" 22.5° BEND STA A10+63.72 N=2186261.41 E=6222035.87 2-18" 90° VERT BEND STA A13+00.61 N=2186263.25 E=6221798.99 2- 18" 90° VERT BEND STA A13+29.02 N=2186283.34 E=6221778.91 18" 45° BEND STA A13+72.15 N=2186283.34 E=6221735.78 18" 45° BEND STA A13+98.58 N=2186302.04 E=6221717.09 18" 45° BEND 16" RW STA A10+15.39 N=2186267.74 E=6222083.56 18" X 16" RED EX OHW A10+00 A11+00 A12+00 A13+00 A14+00 A15+00 A16+00 A17+00 A18+00 A19+00 STA A10+00 N=2186274.93 E=6222097.17 16" 90° BEND LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD Plot Date: 7/12/2023 11:52:47 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BHJM 99C01 31 CIVIL PLAN AND PROFILE ALIGNMENT A STA A09+40 TO A19+008660F1099C01.dwg JDiDonato 8660F10 4 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 THIS SHEET Know what's below. Call before you dig. BRU BRUSH STREET STATE HIGHWAY 101 REMOVE EX 16" RW LINE RECEIVING PIT JACKING PIT TYP CY745 3 5 1 1 2 PROPOSED METER SERVICE LINE REMOVE EX. CARV 3 WATER METER M-28 CARV 16" BFV TYP CY715 TYP CARV CY745 TYP CY745 CARV BLOW OFF TYP CY733 TYP 18" BFV CY715 1 6 KEY NOTES: 1. VERTICAL BEND ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. HORIZONTAL ALIGNMENT CHANGE ACHIEVED BY ROTATING VERTICAL 90 DEGREE BEND 45 DEGREES 3. EXISTING WATER METER INSTALLED AS PART OF PHASE 3 SCOPE, SHALL BE REUSED AND REINSTALLED DURING PHASE 4 CONSTRUCTION. 4. MAINTAIN MINIMUM 12 FT CLEARANCE BETWEEN GRADE AND TOP OF CASING. 5. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND 8.7 DEGREES. 6. HORIZONTAL ALIGNMENT CHANGE ACHIEVED BY ROTATING VERTICAL 90 DEGREE BEND 6.5 DEGREES. GENERAL NOTES: 1. SEE RECYCLED WATER PROJECT PHASE 1 TO 3 PLANS FOR EXISTING RW PIPE ALIGNMENT. 2. CONTRACTOR TO DETERMINE FINAL LAUNCHING AND RECEIVING PIT SIZE. 3. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO ASSUME THAT ANY VERTICAL BENDS SHOWN ON THE PLANS ARE ROTATED FROM THE CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. INSTALL 16 LF OF 16" FPVC DR 18 INSTALL 51 LF OF 18" FPVC DR 18
N ORCHARD AVE
MATCH LINE STA A19+00 SEE DWG 99C02 TYP CY111 TYP CY165 TYP CY111 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH #
EX 15" SS A19+00 A20+00 A21+00 A22+00 A23+00 A24+00 A25+00 A26+00 A27+00 A28+00 A29+00 EX 15" SS EX 12" W EX W EX OHW EX W EX 6" SS EX G EX OHW EX OHW EX OHW EX W EX W EX 15" SS EX OHW EX 16" W EX OHW EX 6" SS EX W EX 16" W STA A22+90.95 N=2186305.00 E=6220826.65 18" 45° BEND STA A22+84.34 N=2186300.33 E=6220831.34 18" 45° BEND STA A27+73.29 N=2186304.07 E=6220344.32 18" 22.5° BEND STA A27+88.13 N=2186298.36 E=6220330.61 18" 22.5° BEND 18'' RW TYP CARV CY745 588 592 596 600 604 608 612 616 588 592 596 600 604 608 612 616 A19+00 A20+00 A21+00 A22+00 A23+00 A24+00 A25+00 A26+00 A27+00 A28+00 A29+00 EXISTING GRADE
EX W
INV=603.4±
EX W LATERAL
INV=606.2±
EX W LATERAL
INV=606.3±
EX 6" SS
INV=597.6±
EX 15" SS
INV=597.4±
EX 6" SS
INV=598.8±
EX GAS
INV=607.1±
EX GAS
INV=607.1±
EX W
INV=607.2± INSTALL 1000 LF OF 18" PVC DR 18 TYP CY111
STA A27+73.29
INV=602.59
18" 22.5° BEND
STA A24+50.14
CARV 18" RW
STA A22+52.00
STA A23+24.00 RESTRAINED JOINTS REQ'D
STA A27+57.00
STA A28+05.00 RESTRAINED JOINTS REQ'D S=-0.50% S=-1.19% S=-2.07% S=-0.20% S=-0.05% STA A21+49.42
INV=599.99
STA A22+84.34
INV=600.06
18" 45° BEND
STA A22+90.95
INV=600.07
18" 45° BEND
STA A24+48.88
INV=601.94
STA A27+88.13
INV=602.90
18" 22.5° BEND
Plot Date: 7/12/2023 11:47:26 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C02 32 CIVIL PLAN AND PROFILE ALIGNMENT A STA A19+00 TO STA A29+008660F1099C02.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA 19+00 SEE DWG 99C01
MATCH LINE STA 29+00 SEE DWG 99C03 1 1 1 1 1 2 KEY NOTES: 1. VERTICAL BEND ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. LOCATE ARV MINIMUM 15 FEET FROM SANITARY SEWER. GENERAL NOTES: 1. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION.
ORR STREET # BRUSH STREET THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
EX 15" SS EX 6" SS EX 15" SS A29+00 A30+00 A31+00 A32+00 A33+00 A34+00 A35+00 A36+00 A37+00 A38+00 A39+00 EX 12" RW EX 12" W EX OHW EX OHW EX OHW EX T EX W EX T EX E EX T EX 15" SS EX E EX OHW EX E EX T EX OHW EX 12" W EX OHW EX OHW EX T EX T EX 10"x18" SD EX 12" SS EX W STA A33+84.31 N=2186280.61 E=6219741.18 2-18" 90° VERT BEND STA A32+26.17 N=2186280.65 E=6219899.32 2-18" 90° VERT BEND STA A30+36.30 N=2186296.93 E=6220082.45 18" 45° BEND STA A30+59.21 N=2186280.70 E=6220066.28 18" 45° BEND LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD 592 596 600 604 608 612 616 620 624 592 596 600 604 608 612 616 620 624 A29+00 A30+00 A31+00 A32+00 A33+00 A34+00 A35+00 A36+00 A37+00 A38+00 A39+00 EXISTING GRADE 144.99 LF OF 30" STEEL CASING TYP CY165 NORTH COAST RAILWAY AUTHORITY STA A29+28.30
INV=605.79
EX 15" SS
INV=597.7±
EX 6" SS
INV=604.9± STA A32+26.17 INV=606.80 18" 90° VERT BEND STA A33+84.31 INV=605.10 18" 90° VERT BEND EX 18" SD
INV=610.5±
EX W
INV=609.7±
EX T
INV=611.7±
EX GAS
INV=608.6±
EX W LATERAL
INV=608.2±
EX T
INV=608.1±
EX W
INV=609.0±
EX GAS
INV=609.4±
EX GAS
INV=610.5±
EX W
INV=613.2±
EX 12" SS
INV=600.8±
EX 12" SS
INV=601.2±
STA A33+81.77
BLOWOFF 160 LF OF EX 12" DR18
STA A32+24.00
CARV
STA A35+40.02
CARV
STA A37+39.00
BLOW OFF 18'' RW
EX 15 ' SS
INV=601.9±
EX 18" SD
INV=608.5±
S=-0.34%
S=0.91%
STA A30+36.30
INV=606.16
18" 45° BEND
STA A30+59.21
INV=606.23
18" 45° BEND
STA=A31+79.82
18" BFV STA A32+26.17 INV=598.24 18" 90° VERT BEND
STA A33+84.31
INV=598.24
18" 90° VERT BEND
STA=A34+19.82
18" BFV
STA A35+39.82
INV=605.10
STA A37+40.40
INV=603.67
18" x 12" RED
TIE-IN TO
EXISTING LINE S=-0.08%
STA A37+00.00
INV=603.65
Plot Date: 7/12/2023 11:47:41 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BHJM 99C03 33 CIVIL PLAN AND PROFILE ALIGNMENT A STA A29+00 TO STA A39+008660F1099C03.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. JACKING PIT RECEIVING PIT MATCH LINE STA 29+00 SEE DWG 99C02
MATCH LINE STA 39+00 SEE DWG 99C04 2 2 3 TIE-IN TO EXISTING 12" RW PIPELINE 4 4 INSTALL 321 LF OF 18" FPVC DR 18 STA A29+11
STA A37+40 TYP CY745 CARV 18" BFV TYP CY715 BLOW TYP OFF CY733 18" BFV TYP CY715 CARV TYP CY745 BLOW TYP OFF CY733 1 KEY NOTES: 1. SEE CITY AS BUILTS FOR EXISTING 12" RW ALIGNMENT INFORMATION. CONTRACTOR SHALL CONFIRM EXISTING JOINT RESTRAINT PRIOR TO OPEN CUT EXCAVATION. IF JOINT RESTRAINT IS NOT PRESENT, CONTRACTOR SHALL INSTALL JOINT RESTRAINTS OF SUFFICIENT LENGTH. 2. VERTICAL BEND ACHIEVED BY PULLING JOINT IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 3. MAINTAIN MINIMUM 12 FT CLEARANCE BETWEEN GRADE AND TOP OF CASING. 4. CONTRACTOR TO VERIFY EXACT TIE-IN LOCATION TO EXISTING 12 INCH RW LINE PRIOR TO CONSTRUCTION. 5. REMOVE EXISTING CAP. GENERAL NOTES: 1. CONTRACTOR TO DETERMINE FINAL JACKING AND RECEIVING PIT SIZE. 2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. BRUSH STREET 5 INSTALL 11 LF OF 18" PVC DR 18 INSTALL 145 LF OF 18" FPVC DR 18 INSTALL 362 LF OF 18" FPVC DR 18 MAZZONI STREET THIS SHEET 2 5 TYP CY165 TYP CY111 TYP CY111 TYP CY111 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH #
EX 12" SS EX 16"X29" SS EX 10"X18" SD EX 6" SS A39+00 A40+00 A41+00 A42+00 A43+00 A44+00 EX 12" RW A45+00 A46+00 A47+00 A48+00 A49+00 EX 12" W EX 18" SD EX W EX T EX OHW EX 10" SS EX WEX W EX 6" SS EX OHW EX OHW EX OHW EX 6" SS EX OHW EX 16" W EX G EX T EX W EX W EX OHW EX E EX OHW STA A44+09.91 N=2186293.39 E=6218725.04 18" 45° BEND STA A44+30.23 N=2186278.96 E=6218710.47 18" 45° BEND 18" RW STA A43+93.86 N=2186293.20 E=6218741.08 18" x 12" RED LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD 616 620 624 628 632 636 640 644 648 616 620 624 628 632 636 640 644 648 A39+00 A40+00 A41+00 A42+00 A43+00 A44+00 A45+00 A46+00 A47+00 A48+00 A49+00 EXISTING GRADE EXISTING 12" CITY LINE EXTENDS BELOW DRAWING DATUM (NOTE 1) EX 12" SS
INV=628.0±
EX E
INV=616.4±
EX GAS
INV=624.6±
EX W LATERAL
INV=625.0±
EX W LATERAL
INV=626.6±
EX W LATERAL
INV=627.3±
EX 6" SS
INV=627.7±
EX GAS
INV=628.3±
EX W
INV=628.4±
EX 6" SS
INV=630.1±
EX W LATERAL
INV=630.2±
EX E
INV=631.7±
EX 6" SS
INV=634.5±
EX W LATERAL
INV=634.8±
EX W LATERAL
INV=636.0±
EX E
INV=636.1±
EX W LATERAL
INV=636.6±
EX GAS
INV=636.6±
EX W LATERAL
INV=637.6±
EX W LATERAL
INV=638.4±
EX W LATERAL
INV=639.0±
EX W LATERAL
INV=639.2±
EX GAS
INV=639.2± INSTALL 506 LF OF 18" PVC DR 18 TYP CY111 RESTRAINED JOINTS REQUIRED STA A47+77.30
CARV
S=-2.39%
S=-1.26% 490 LF OF EX 12" PVC
STA A43+96.00
CARV
STA A43+93.86
INV=630.83
18" x 12" RED
TIE-IN TO
EXISTING RW LINE
STA A44+09.91
INV=630.85
18" 45° BEND
STA A44+30.23
INV=630.85
18" 45° BEND
STA=A44+59.82
18" BFV
STA A45+86.92
INV=634.61
STA A47+25.36
INV=636.36
STA A47+77.12
INV=636.36
S=-1.72%
Plot Date: 7/12/2023 11:51:06 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BHJM 99C04 34 CIVIL PLAN AND PROFILE ALIGNMENT A STA A39+00 TO STA A49+008660F1099C04.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA A39+00 SEE DWG 99C03
MATCH LINE STA A49+00 SEE DWG 99C05 2 1 1 1 EXISTING WATER VALVE - CONTRACTOR TO VERIFY LOCATION CARV TYP CY745 18" BFV TYP CY715 CARV TYP CY745 4 5 KEY NOTES: 1. VERTICAL BEND ACHIEVED BY PULLING JOINT IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. CONTRACTOR TO VERIFY EXACT TIE-IN LOCATION TO EXISTING 12 INCH RW LINE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM EXISTING JOINT RESTRAINT PRIOR TO OPEN CUT EXCAVATION. IF JOINT RESTRAINT IS NOT PRESENT, CONTRACTOR SHALL INSTALL JOINT RESTRAINTS OF SUFFICIENT LENGTH. 3. REMOVE EXISTING CAP. 4. SEE CITY AS BUILTS FOR EXISTING 12" RW ALIGNMENT AND PIPE INFORMATION. 5. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND. GENERAL NOTES: 1. SEE CITY AS BUILTS FOR EXISTING 12 INCH RW ALIGNMENT AND PIPE INFORMATION. 2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3 STA A43+95
STA A49+80 LOW GAP RD N STATE ST EX E EX G THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH #
A49+00
A50+00 A51+00 A52+00 A53+00 A54+00 A55+00
A56+00
A57+00
A58+00
A59+00 B10+00
B11+00
C10+00
C11+00
C12+00 EX 8" SS EX 8" SS EX 6" SS EX 12" SS EX 8" SS EX 12" SD EX 6" SS EX 18" SD EX E EX T EX OHW EX 6" SS EX 16" W EX W EX OHW EX E EX CATV EX T EX 10" W EX E EX G EX 6" SS EX 12" W EX OHW EX W EX E EX T EX E EX T EX 16" W EX 8" W EX E STA A51+26.74 N=2186297.53 E=6218023.16 18" 11.25° BEND 18" RW STA A57+58.79 N=2186489.35 E=6217421.45 18"x6" RED WYE STA A57+75.22 N=2186494.58 E=6217405.87 18"x12" RED TEE 10'' RW12" RW 6" RW EX 12" SS STA A49+97.45 N=2186275.60 E=6218143.26 18" 45° BEND STA A50+29.13 N=2186297.91 E=6218120.77 18" 45° BEND STA A51+99.29 N=2186311.12 E=6217951.84 18" 11.25° BEND LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD 628 632 636 640 644 648 652 656 660 628 632 636 640 644 648 652 656 660 A49+00 A50+00 A51+00 A52+00 A53+00 A54+00 A55+00 A56+00 A57+00 A58+00 A59+00 EXISTING GRADE STA A51+26.74
INV=638.55
18" 11.25° BEND
STA A57+58.79
INV=643.79
18"x6" RED WYE
EX W
INV=639.7±
EX T
INV=638.3±
EX GAS
INV=640.1±
EX E
INV=640.5±
EX 8" SS
INV=639.2±
EX GAS
INV=640.2±
EX W LATERAL
INV=640.5±
EX 12" SS
INV=635.0±
EX E
INV=640.6±
EX W LATERAL
INV=641.8±
EX W LATERAL
INV=642.8±
EX 2" GAS
INV=643.4±
STA A49+96.00
BLOW OFF
EX 6" W
INV=644.0±
EX GAS
INV=644.6±
EX 6" W
INV=646.2±
EX 6" SS
INV=646.4±
EX 2" GAS
INV=646.8±
EX 2" GAS
INV=647.5±
EX W LATERAL
INV=647.0±
EX GAS
INV=646.8±
STA A57+45.96
CARV
EX COMM
INV=648.5±
EX 18" SD
INV=648.5±
EX E
INV=649.3±
EX 8" W
INV=647.9±
EX 8" SS
INV=648.8±
EX 10" W
INV=646.9±
EX E
INV=646.1±
EX GAS
INV=648.2± TYP CY111
STA A51+99.29
INV=639.82
18" 11.25° BEND
S=-6.21%
S=-1.79%
S=-1.04%
S=-1.72%
S=-0.51%
S=-0.31% S=0.06%
STA A49+60
STA A50+60
STA A51+18
STA A51+35
STA A51+90
STA A52+10
EX G
INV=640.0±
EX G
INV=640.0±
STA A55+20
STA A49+97.45
INV=632.58
18" 45° BEND
STA A50+29.13
INV=632.58
18" 45° BEND
STA A54+59.82
INV=642.51
STA A56+39.82
INV=643.42
STA=A57+39.82
18" BFV
STA A57+75.22
INV=643.84
18"x12" RED TEE
STA A58+13.22
INV=643.82
18" x 10" RED
STA A58+69.82
INV=644.13 S=0.08% S=0.06% RESTRAINED JOINTS REQ'D INSTALL 914 LF OF 18" PVC DR18 INSTALL 87 LF OF 10" PVC DR18 RESTRAINED JOINTS REQ'D RESTRAINED RESTRAINED JOINTS REQ'D JOINTS REQ'D Plot Date: 7/12/2023 11:48:00 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C05 35 CIVIL PLAN AND PROFILE ALIGNMENT A STA A49+00 TO STA A59+008660F1099C05.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 MATCH LINE STA A59+00 SEE DWG 99C06 MATCH LINE STA A49+00 SEE DWG 99C04 Know what's below. Call before you dig. TYP CY111 CARV TYP CY745 18" BFV TYP CY715 BLOWOFF TYP CY733 2 KEY NOTES: 1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND. 3. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. 4. CONTRACTOR SHALL PROTECT EXISTING SSMH DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. 5. CONTRACTOR SHALL PROTECT EXISTING VALVE DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. N BUSH ST N PINE ST N OAK ST ELM ST LOW GAP RD EX 12" SS EX G EX OHW EX W THIS SHEET 2 2 2 1 1 1 3 3 3 3 3 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH #
A59+00 A60+00 A61+00 A62+00 A63+00 A64+00 A65+00 A66+00 A67+00 A68+00 A69+00 EX 18" SD EX 12" SS EX 6" W EX T EX E EX E EX T EX 8" W EX G EX OHW EX W EX OHW EX E EX OHW EX 6" W EX G EX E EX T 10" RW EX 8" W LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD 636 640 644 648 652 656 660 664 668 636 640 644 648 652 656 660 664 668 A59+00 A60+00 A61+00 A62+00 A63+00 A64+00 A65+00 A66+00 A67+00 A68+00 A69+00 EXISTING GRADE
EX W LATERAL
INV=648.8±
EX W LATERAL
INV=648.8±
EX W LATERAL
INV=648.8±
EX W
INV=648.4±
EX W
INV=648.5±
EX W LATERAL
INV=648.5±
EX 6" W
INV=648.0±
EX W LATERAL
INV=648.2±
EX GAS
INV=647.7±
EX GAS
INV=647.5±
EX W LATERAL
INV=647.6±
EX 18" SD
INV=648.1±
EX E
INV=649.5±
EX W LATERAL
INV=648.6±
EX W
INV=650.9±
EX E
INV=653.8±
EX COMM
INV=654.4±
EX 6" SS
INV=642.3± INSTALL 1000 LF OF 10" PVC DR18 TYP CY111 S=-0.16% S=-0.98% S=-0.77% S=-2.75% S=-3.16% STA A62+36.40
INV=644.71
STA A64+45.81
INV=646.76
STA A66+59.03
INV=648.40
STA A67+79.03
INV=651.71
STA A59+62.00 RESTRAINED JOINTS REQ'D
Plot Date: 7/12/2023 11:50:59 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BHJM 99C06 36 CIVIL PLAN AND PROFILE ALIGNMENT A STA A59+00 TO STA A69+008660F1099C06.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA A59+00 SEE DWG 99C05
MATCH LINE STA A69+00 SEE DWG 99C07 KEY NOTES: 1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. CONTRACTOR SHALL PROTECT EXISTING VALVE DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. 3. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. LOW GAP RD N BUSH ST COTTAGE LN THIS SHEET 1 1 1 1 2 3 2 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH #
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD A69+00 A70+00 A71+00 A72+00 A73+00 A74+00 A75+00 A76+00 A77+00 A78+00 A79+00 EX 12" SS EX 18" SD EX 8" W EX OHW EX E EX 6" SS EX E EX T EX G EX E EX OHW EX W EX OHW EX W EX W EX W EX OHW EX OHW EX OHW EX T EX T EX T EX T 10'' RW 644 648 652 656 660 664 668 672 676 644 648 652 656 660 664 668 672 676 A69+00 A70+00 A71+00 A72+00 A73+00 A74+00 A75+00 A76+00 A77+00 A78+00 A79+00 EXISTING GRADE
EX W LATERAL
INV=661.4±
EX COMM
INV=667.5±
EX COMM
INV=667.8±
EX 18" SD
INV=666.8± INSTALL 1000 LF OF 10" PVC DR18 TYP CY111
STA A70+01.12
CARV
M-403
STA A70+68.30
METER TAP
STA A69+73.00
STA A72+27.00 RESTRAINED JOINTS REQ'D S=-1.23%
S=-3.16%
S=-0.87%
S=-0.61%
S=-0.71%
STA A70+00.15
INV=658.69
STA=A70+99.82
10" GV
STA A71+59.03
INV=660.65
STA A73+29.03
INV=662.12
STA A78+49.42
INV=665.30
Plot Date: 7/12/2023 11:51:15 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BHJM 99C07 37 CIVIL PLAN AND PROFILE ALIGNMENT A STA A69+00 TO STA A79+008660F1099C07.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA A69+00 SEE DWG 99C06 M-403
MATCH LINE STA A79+00 SEE DWG 99C08 WATER METER CARV TYP CY745 TYP CY901 10" GV TYP CY716 KEY NOTES: 1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # LOW GAP RD THIS SHEET 1 1 1 1 2 2 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
660 664 668 672 676 680 684 688 692 660 664 668 672 676 680 684 688 692 A79+00 A80+00 A81+00 A82+00 A83+00 A84+00 A85+00 A86+00 A87+00 A88+00 A89+00 EXISTING GRADE INSTALL 1000 LF OF 10" PVC DR18 TYP CY111
EX GAS
INV=668.2±
EX COMM
INV=669.5±
EX E
INV=669.6±
EX COMM
INV=669.6±
STA A82+60.00
INV=677.48
STA A83+50.00
INV=679.83
STA A84+70.00
INV=681.12
STA A87+20.00
INV=682.47 STA A87+20.00 CARV
M-404
STA A87+86.48
METER TAP
S=-0.71% S=-6.43%
S=-4.32%
S=-2.61%
S=-1.08%
S=-0.54%
S=-0.18% S=-0.18% RESTRAINED JOINTS REQ'D
STA=A88+59.82
10" GV RESTRAINED JOINTS REQ'D
STA A80+05.15
INV=666.40
10" 90° BEND
STA A80+18.19
INV=667.14
10" 11.25° BEND
STA A79+60.00
STA A80+50.00
STA A87+30.00
A79+00
A80+00 A81+00 A82+00 A83+00 A84+00 A85+00 A86+00 A87+00 A88+00 A89+00 EX 6" SS EX 8" W EX CATV EX E EX T EX G EX CATV EX 8" W EX E EX T EX E EX OHW 10'' RW STA A80+05.15 N=2187204.12 E=6215291.84 10" 90° BEND STA A80+18.19 N=2187216.29 E=6215296.52 10" 11.25° BEND EX G 10+00 9+0 11+00 12+00 13+00 14+00 14+41.55
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD
Plot Date: 7/12/2023 11:50:30 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C08 38 CIVIL PLAN AND PROFILE ALIGNMENT A STA A79+00 TO STA A89+008660F1099C08.dwg JDiDonato 8660F10 M-404 WATER METER REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. MATCH LINE STA A79+00 SEE DWG 99C07 MATCH LINE STA A89+00 SEE DWG 99C09 TYP CY901 CARV TYP CY745 10" GV TYP CY716 KEY NOTES: 1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # DESPINA DR LOW GAP RD THIS SHEET 2 2 1 1 1 1 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
A89+00 A89+55.99 10+00 9+0 11+00 12+00 13+00 14+00 14+41.55
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD 668 672 676 680 684 688 692 696 700 668 672 676 680 684 688 692 696 700 A89+00 A90+00 A90+40 EXISTING GRADE 10 INCH RESTRAINED CAP M-405
STA A89+54.00
METER TAP
STA A89+56.01
INV 682.89
STA A89+50.00
CARV
Plot Date: 7/12/2023 11:50:44 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C09 39 CIVIL PLAN AND PROFILE ALIGNMENT A STA A89+00 TO STA A89+55.998660F1099C09.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA A89+00 SEE DWG 99C08 M-405 WATER METER TYP CY901 INSTALL 58 LF OF 10" PVC DR18 RESTRAINED JOINTS REQUIRED CARV TYP CY745 GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION.
STA A89+58 DESPINA DR TYP CPY111 THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
A57+00
A58+00
A59+00 C10+00 EX 8" SS EX 12" SD EX 12" SD EX 12" SD EX 12" SS EX 6" SS EX 12" SS EX 8" SS EX 18" SD EX 8" W EX CATV EX T EX E EX E EX E EX CATV EX T EX G EX E EX G EX E STA B10+18.72 N=2186506.10 E=6217413.11 6" 11.25° BEND STA B10+00 N=2186489.35 E=6217421.45 18"x6" RED WYE B10+00 B11+00 B12+00 B13+00 B14+00 B15+00 B16+00 B17+00 B18+00 B19+00 636 640 644 648 652 656 660 664 668 636 640 644 648 652 656 660 664 668 B9+00 B10+00 B11+00 B12+00 B13+00 B14+00 B15+00 B16+00 B17+00 B18+00 B19+00 STA B10+00
INV=643.79
18"x6" RED WYE EXISTING GRADE
EX E
INV=648.6±
EX 12" SD
INV=648.6±
EX 6" W
INV=647.8±
EX CATV
INV=649.4±
EX COMM
INV=649.6±
EX E
INV=650.0±
EX E
INV=651.4±
EX GAS
INV=654.0±
EX E
INV=655.2±
STA A14+84.40
INV=649.47
STA A18+25.90
INV=651.50 INSTALL 1000 LF OF 6" PVC DR18 TYP CY111
STA B18+25.90
CARV
S=-1.18%
S=-0.59%
S=0.97%
STA B10+09.94
BLOW OFF RESTRAINED JOINTS REQ'D RESTRAINED JOINTS REQ'D STA B10+00.00
STA B10+60.00
STA B10+18.72
INV=644.290
6" 11.25° BEND
STA=B10+60
6" GV
STA B18+90.00
Plot Date: 7/12/2023 11:47:17 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C10 40 CIVIL PLAN AND PROFILE ALIGNMENT B STA B9+00 TO STA B19+008660F1099C10.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. MATCH LINE STA B19+00 SEE DWG 99C11 1 1 BLOWOFF TYP CY733 6" GV TYP CY716 BIKE LANE STRIPING CARV TYP CY745 2 N BUSH ST LOW GAP RD THIS SHEET KEY NOTES: 1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
640 644 648 652 656 660 664 668 672 640 644 648 652 656 660 664 668 672 B19+00 B20+00 B21+00 B22+00 B23+00 B24+00 B25+00
EX COMM
INV=654.6±
EX W LATERAL
INV=651.2±
EX W LATERAL
INV=650.6±
EX W LATERAL
INV=650.2±
EX W LATERAL
INV=649.6±
EX W LATERAL
INV=649.2±
STA B22+69.11
INV=647.182
6" 90° BEND
STA B23+88.90
INV=647.710
6" 11.25° BEND
STA B22+69.00
BLOW OFF INSTALL 516 LF OF 6" PVC DR18 TYP CY111 EXISTING GRADE M-402
STA B19+70.00
METER TAP
STA B19+94.81
INV=650.090
6" 45° BEND
STA B24+16.24
INV=648.310
6" RESTRAINED CAP 6" RW
EX GAS
INV=652.2±
S=1.06%
S=0.44% S=2.20% RESTRAINED JOINTS REQUIRED RESTRAINED JOINTS REQUIRED RESTRAINED JOINTS REQUIRED S=0.96% STA B19+71.65
INV=650.090
6" 45° WYE
STA=B20+40
6" GV
M-401
STA B24+13.00
METER TAP
STA B24+16.00
CARV
STA B21+20.00
STA B22+40.00
STA B23+00.00
STA B23+35.00
STA B24+16.00 EX G EX T EX G EX 8" W EX G EX G EX 6" SS EX 6" W EX 8" W EX G EX 6" SS EX G EX 6" W EX G STA B19+71.65 N=2187447.98 E=6217274.06 6" 45° WYE STA B19+94.81 N=2187465.23 E=6217289.50 6" 45° BEND STA B22+69.11 N=2187485.50 E=6217563.05 6" 90° BEND STA B23+88.90 N=2187366.08 E=6217572.50 6" 11.25° BEND 6" RW 6" RWB24+16.34 B18+00 B19+00 B20+00 B21+00 B22+00
B23+00
B24+00
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD
Plot Date: 7/12/2023 1:08:19 PM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C11 41 CIVIL PLAN AND PROFILE ALIGNMENT B STA B19+00 TO STA B24+16.348660F1099C11.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. MATCH LINE STA B19+00 SEE DWG 99C10PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C11 41 CIVIL PLAN AND PROFILE ALIGNMENT B STA B19+00 TO STA B24+16.348660F1099C11.dwg JDiDonato 8660F10 M-401 WATER METER TYP CY901 M-402 WATER METER TYP CY901 6" RESTRAINED CAP 6" GV TYP CY716 BLOW TYP OFF CY733 CARV TYP CY745 6" RESTRAINED CAP 2 2 2 2 KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND ACHIEVED BY ROLLING HORIZONTAL BEND. 3. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # ARLINGTON DR
LOCKWOOD DR
N BUSH ST
N PINE ST THIS SHEET 3 3 3 3 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH
10+00 9+0 11+00 12+00 13+00 14+00 14+41.55
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD 624 628 632 636 640 644 648 652 656 624 628 632 636 640 644 648 652 656 C9+00 C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 C19+00 EXISTING GRADE INSTALL 900 LF OF 12" PVC DR18 RESTRAINED JOINTS REQ'D RESTRAINED JOINTS REQUIRED S=0.37% S=0.41% S=0.39% S=1.18% S=2.83% S=2.96% S=10.69% S=0.12% S=0.03% S=0.91% S=0.56% EX 6" SS
INV=633.7±
EX 8" SS
INV=647.7±
EX 12" W
INV=647.4±
EX E
INV=649.1±
EX GAS
INV=647.8±
EX COMM
INV=648.2±
EX W (HYD)
INV=646.3±
EX COMM
INV=646.3±
EX GAS
INV=646.0±
EX W (HYD)
INV=644.2±
EX W (HYD)
INV=638.9±
EX W
INV=638.2±
EX GAS
INV=638.1±
EX 18" SD
INV=635.5±
EX 12" SD
INV=635.5±
EX 6" SS
INV=639.6±
STA C11+40.61
INV=643.56
STA C11+20.00
CARV
STA C16+12.37
CARV
M-406
STA C16+50.00
METER TAP
STA C10+62.34
INV=643.70
12" 45° BEND
STA C14+60.64
INV=638.79
STA C16+45.06
INV=630.89
12" 11.25° BEND
STA C16+56.80
INV=630.89
12" 45° BEND
STA C16+79
12" GV
STA C17+00.15
INV=630.90
12" 45° BEND
STA C17+38.60
INV=631.06
STA C18+00.15
INV=630.33
12" 90° BEND
STA C12+55.00
STA C15+29.00
STA C18+55.40
STA C11+01.05
12" GV
STA C16+15.05
INV=634.04
12" 90° BEND
STA C10+00.00 STA C10+00.00
INV=643.92
18"x12" RED TEE
STA C14+00.60
INV=640.49 TYP CY111 STA A57+75.22 N=2186494.58 E=6217405.87 18"x12" RED TEE STA C10+62.34 N=2186435.49 E=6217386.03 12" 45° BEND STA C16+15.05 N=2185892.41 E=6217488.66 12" 90° BEND STA C16+56.80 N=2185885.48 E=6217447.51 12" 45° BENDSTA C17+00.15 N=2185850.03 E=6217422.56 12" 45° BEND STA C18+00.15 N=2185832.92 E=6217324.03 12" 90° BEND C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00
C17+00
C18+00
C19+00
B10+00
A55+00 A56+00 A57+00 A58+00 EX 12" SS EX 6" SS EX 6" SS EX 12" SD EX 18" SD EX 18" SD EX T EX G EX OHW EX 16" W EX W EX W EX W EX W EX W EX OHW EX OHW EX OHW EX W EX W EX G EX OHW EX 6" SS EX W EX OHW EX 18" SD EX 6" SS 12" RW 12" GV Plot Date: 7/12/2023 11:48:34 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C12 42 CIVIL PLAN AND PROFILE ALIGNMENT C STA C10+00 TO STA C19+008660F1099C12.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. M-406 WATER METER 2 TYP CY901 CARV TYP CY745 CARV TYP CY745 12" GV TYP CY716 1 KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY ROTATING HORIZONTAL BEND. 2. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 3. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. 4. CONTRACTOR SHALL PROTECT EXISTING SSMH DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. 5. CONTRACTOR SHALL PROTECT EXISTING VALVE DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # MATCH LINE STA C19+00 SEE DWG 99C13 LOW GAP RD N BUSH ST THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH TYP CY716 4 3 5 2 2 1 1
620 624 628 632 636 640 644 648 652 620 624 628 632 636 640 644 648 652 C19+00 C20+00 C21+00 C22+00 C23+00 C24+00 C25+00 C26+00 C27+00 C28+00 C29+00 S=0.56% S=-0.58% S=-0.82% S=-0.01% S=0.01% S=0.01% S=1.36% STA C21+26.74
INV=628.65
12" 90° BEND
STA C21+36.62
INV=628.70
12" 11.25° BEND
STA C25+25.51
INV=631.90
12" 11.25° BEND
STA C25+98.71
12" GV
STA C27+44.72
INV=631.90
12" 11.25° BEND
STA C27+65.60
INV=631.90
EX 18" SD
INV=633.0±
STA C21+24.73
BLOW OFF EXISTING GRADE INSTALL 1000 LF OF 12" PVC DR18 RESTRAINED JOINTS REQ'D STA C20+74.00
STA C21+82.00 RESTRAINED JOINTS REQ'D
STA C24+49.00
STA C27+70.00
STA C27+40.00
CARV
M-407
STA C24+80.00
METER TAP TYP CY111 STA C25+25.51 N=2185532.67 E=6216981.94 12" 11.25° BEND STA C27+44.72 N=2185588.20 E=6216769.88 12" 11.25° BEND C24+00 C25+00 C26+00
C27+00 C28+00
C29+00 STA C21+26.74 N=2185511.15 E=6217379.91 12" 90° BEND STA C21+36.62 N=2185509.63 E=6217370.14 12" 11.25° BEND 12" RW 12" RW C18+00 C19+00 C20+00 C21+00 C22+00 C23+00 C24+00
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD
Plot Date: 7/12/2023 11:47:38 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C13 43 CIVIL PLAN AND PROFILE ALIGNMENT C STA C19+00 TO STA C29+008660F1099C13.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 THIS SHEET MATCH LINE STA C23+40 SEE LEFT MATCH LINE STA C19+00 SEE DWG 99C12 Know what's below. Call before you dig. MATCH LINE STA C23+40 SEE RIGHT MATCH LINE STA C29+00 SEE DWG 99C14 KEY NOTES: 1. APPROXIMATE SD LOCATION AND ELEVATION BASED ON CITY GIS MAP. OUTFALL TO CREEK WAS NOT FOUND IN THE FIELD. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. 2. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. # BLOWOFF TYP CY733 M-407 WATER METER TYP CY901 1 EX-18" SD TYP CY715 CARV TYP CY745 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH 2
624 628 632 636 640 644 648 652 656 660 624 628 632 636 640 644 648 652 656 660 C29+00 C30+00 C31+00 C32+00 C33+00 C34+00 C35+00 C36+00 C37+00 C38+00 C39+00 STA C29+96.23
INV=629.60
12" 22.5° BEND
STA C30+10.59
INV=635.19
12" 22.5° BEND
STA C32+16.94
INV=635.19
12" 22.5° BEND
STA C33+25
INV=635.19
12" 90° BEND
STA C33+25
INV=643.40
12" 90° BEND
STA C34+30
INV=643.40
12" 90° BEND
STA C34+30
INV=637.17
12" 90° BEND
STA C35+34.79
INV=639.32
12" 11.25° BEND
STA C38+50.21
INV=646.50
12" 11.25° BEND
STA C29+35.18
INV=629.60
STA C34+71.65
INV=637.18
STA C35+74.21
INV=640.68
STA C36+62.55
INV=645.67
STA C37+14.75
INV=646.50
STA C29+75.00
BLOW OFF TYP INSTALL 405 LF OF 12" PVC DR18 CY111 RESTRAINED JOINTS REQ'D STA C31+75.00
STA C35+80.00 RESTRAINED JOINTS REQ'D
STA C38+09.00
S=1.36% S=0.00% S=0.00% S=-41.14% S=0.00% S=0.00% S=0.00% S=-0.03% S=-3.41% S=-3.49% S=-5.65% S=-1.59% S=0.00% S=-19.86% INSTALL 147 LF OF 12" DIP PC350 INSTALL 448 LF OF 12" PVC DR18 TYP CY111 EXISTING GRADE STA C33+05.00
PVC TO DI TRANSITION
STA C34+52.00
PVC TO DI TRANSITION STA C34+60.00
BLOW OFF
STA C29+55.64
INV=629.60
12" 22.5° BEND RESTRAINED JOINTS REQ'D
STA C29+44.00
STA C30+55.00
9+00
10+00
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD
C29+00 C30+00
C31+00
C32+00
C33+00
C34+00
C35+00 C36+00 C37+00 C38+00 C39+00 STA C32+16.94 N=2185714.69 E=6216324.27 12" 22.5° BEND STA C35+34.79 N=2185714.69 E=6216006.42 12" 11.25° BEND 12" RW STA C29+55.64 N=2185600.56 E=6216559.32 12" 22.5° BEND Plot Date: 7/12/2023 11:48:49 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C14 44 CIVIL PLAN AND PROFILE ALIGNMENT C STA C29+00 TO STA C39+008660F1099C14.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 THIS SHEET Know what's below. Call before you dig. MATCH LINE STA C29+00 SEE DWG 99C13 KEY NOTES: 1. HORIZONTAL BEND ACHIEVED BY ROTATING DUAL 90 DEGREE VERTICAL BENDS. 2. REFER TO SHEET 99S12 FOR BRIDGE, ABUTMENT, AND PIPE CONNECTION DETAILS. 3. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. #GENERAL NOTES: 1. NOT USED. BLOW OFF TYP CY733 BLOWOFF TYP CY733 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH MATCH LINE STA C39+00 SEE DWG 99C15 2 3 3 3 3 3
648 652 656 660 664 668 672 676 680 684 648 652 656 660 664 668 672 676 680 684 C39+00 C40+00 C41+00 C42+00 C43+00 C44+00 C45+00 C46+00 C47+00 C48+00 C49+00 STA C39+63.47
INV=669.00
12" 11.25° BEND
STA C39+77.40
INV=669.00
12" 45° BEND
STA C40+14.21
INV=669.00
12" 45° BEND
STA C40+56.63
INV=669.00
12" 11.25° BEND
STA C40+86.72
INV=663.74
12" 22.5° BEND
STA C41+52.61
INV=650.66
12" 11.25° BEND
STA C41+58.52
INV=650.64
12" 11.25° BEND
STA C43+18.76
INV=653.64
12" 11.25° BEND
STA C40+00.00
CARV
STA C45+23.97
INV=660.13
12" 11.25° BEND
STA C45+33.66
INV=660.42
12" 11.25° BEND
STA C45+75.21
INV=670.02
12" 11.25° BEND
STA C45+84.50
INV=670.02
12" 11.25° BEND
STA C46+68.39
INV=670.02
12" 90° BEND
STA C48+81.67
INV=676.50
12" 90° BEND
EX 6" SS
INV=674.4± EX GAS
INV=679.0±
EX 8" SS
INV=673.0±
EX 6" UTIL
INV=653.7±
STA C39+90
12" GV
STA C42+60.00
BLOW OFF
STA C48+89.90
CARV TYP INSTALL 1000 LF OF 12" PVC DR18 CY111 RESTRAINED JOINTS REQ'D STA C41+65.00
STA C42+24.39
INV=650.67 EXISTING GRADE S=-19.86% S=0.00% S=18.22% S=19.98% S=0.40% S=-0.00% S=-3.16%
S=-3.18%
S=-3.29%
S=-23.15% S=0.16% S=0.00% S=-3.50%
S=-2.76%
STA C47+55.92
INV=673.06 S=0.02% RESTRAINED JOINTS REQ'D
STA C43+10.00
STA C43+25.00 RESTRAINED JOINTS REQ'D
STA C45+15.00
STA C47+25.00 RESTRAINED JOINTS REQ'D
STA C48+25.00
M-408
STA C39+30.00
METER TAP
M-409
STA C46+35.00
METER TAP STA C39+77.40 N=2185817.96 E=6215576.02 12" 45° BEND STA C40+14.21 N=2185798.71 E=6215544.63 12" 45° BEND STA C40+86.72 N=2185728.21 E=6215527.72 12" 22.5° BEND STA C41+58.52 N=2185657.29 E=6215538.96 12" 11.25° BEND STA C43+18.76 N=2185497.17 E=6215532.69 12" 11.25° BEND STA C45+23.97 N=2185297.62 E=6215484.84 12" 11.25° BENDSTA C45+84.50 N=2185237.14 E=6215482.48 12" 11.25° BEND STA C46+68.39 N=2185156.13 E=6215460.98 12" 90° BENDSTA C48+81.67 N=2185086.95 E=6215662.74 12" 90° BEND 12" RW C38+00 C39+00 C40+00 C41+00 C42+00 C43+00 C44+00 C45+00 C46+00 C47+00 C48+00 C49+00 9+00
10+00
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD
Plot Date: 7/12/2023 11:49:08 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C15 45 CIVIL PLAN AND PROFILE ALIGNMENT C STA C39+00 TO STA C49+008660F1099C15.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # THIS SHEET M-408 METER TAP 12" BFV CARV M-409 METER TAP CARV MATCH LINE STA C39+00 SEE DWG 99C14 MATCH LINE STA C49+00 SEE DWG 99C16 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH BLOW OFF EX 6" UTILITY 1 1 TYP CY901 TYP CY715 TYP CY745 TYP CY901 TYP CY745 TYP CY733
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING NO PARKING NO PARKING NO PARKING EX 6" SS EX G EX 4" W EX W EX 6" SS EX OHW EX 8" W EX 8" W EX OHW EX OHW STA C49+07.21 N=2185062.99 E=6215653.93 12" x 8" RED C49+00 C50+00 C51+00 C52+00 C53+00 C54+00 C55+00 C56+00 C57+00 C58+00 C59+00 8" RW STA C56+15.54 N=2184414.14 E=6215379.19 8" 11.25° BEND STA C56+31.12 N=2184399.91 E=6215372.84 8" 22.5° BEND STA C57+34.49 N=2184296.57 E=6215370.04 8" x 6" RED STA. 54+84.74 N=2184520.88 E=6215454.77 Δ=15°07'40" 9+00
10+00
LIVE OAK AVE
N BUSH ST LOW GAP RD
LOW GAP RD 672 676 680 684 688 692 696 700 704 672 676 680 684 688 692 696 700 704 C49+00 C50+00 C51+00 C52+00 C53+00 C54+00 C55+00 C56+00 C57+00 C58+00 C59+00
EX GAS
INV=679.0±
EX W
INV=686.3±
EX 8" W
INV=691.0±
EX W LATERAL
INV=693.4±
STA C49+07.21
INV=676.67
12" x 8" RED
STA C55+76.78
INV=688.35
8" 11.25° BEND
STA C55+87.79
INV=690.36
8" 11.25° BEND
STA C56+15.54
INV=690.82
8" 11.25° BEND
STA C56+31.12
INV=690.98
8" 22.5° BEND
STA C57+34.49
INV=692.42
8" x 6" RED
STA C49+18.17
INV=676.67
STA C49+87.21
8" BFV
STA C53+33.90
INV=683.62
STA C54+84.74
INV=688.20
STA C57+14.50
8" GV EXISTING GRADE S=0.04% S=-1.67% S=-1.67% S=-3.04% S=-0.16% S=-19.92%
S=-1.09% S=-1.12% S=-0.99% S=-3.08%
S=-2.49% TYP CY111 INSTALL 7 LF OF 12" PVC DR18 INSTALL 827 LF OF 8" PVC DR18 TYP CY111 INSTALL 162 LF OF 6" PVC DR18 TYP CY111 RESTRAINED JOINTS REQ'D RESTRAINED JOINTS REQ'D STA C50+92.00
STA C55+93.00
STA C58+20.00
M-410
STA A57+00.00
METER TAP
M-411
STA A57+30.00
METER TAP
Plot Date: 7/12/2023 11:49:25 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C16 46 CIVIL PLAN AND PROFILE ALIGNMENT C STA C49+00 TO STA C59+008660F1099C16.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. 8" BFV TYP CY715 KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND TO BE ACHIEVED BY ROTATING HORIZONTAL BEND. 3. CONTRACTOR SHALL PROTECT EXISTING SSMH DURING PIPELINE INSTALLATION. REPLACE IF DAMAGED. ADJUST PIPELINE ALIGNMENT AS REQUIRED. 4. CONTRACTOR SHALL REPLACE ANY CURB AND GUTTER THAT IS DAMAGED AS A RESULT OF PIPELINE INSTALLATION. REPLACE PER CITY OF UKIAH STANDARD SPECIFICATIONS AND SECTION 02772. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSING PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # M-411 TYP CY901 8" GV TYP CY716 M-410 TYP CY901 LIVE OAK AVE LIVE OAK AVE CYPRESS AVE CLUBHOUSE DR THIS SHEET 4 1 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH MATCH LINE STA C59+00 SEE DWG 99C17 MATCH LINE STA C49+00 SEE DWG 99C15 1 1
688 692 696 700 704 708 712 716 720 688 692 696 700 704 708 712 716 720 C59+00 C60+00 C61+00 C62+00 C63+00 C64+00 C65+00 C66+00 C67+00 C68+00
EX W (HYD)
INV=700.4±
EX E
INV=701.8±
EX W (HYD)
INV=702.0±
EX 6" SS
INV=698.5±
EX 6" W
INV=700.9±
EX 8" SS
INV=703.0±
S=-1.11%
S=-1.35%
S=-1.90% S=-1.43% S=-1.94% S=3.58% S=0.00% S=-2.57%
STA C60+22.31
INV=699.667
6" 45° BEND
STA C60+73.52
INV=700.230
6" 45° BEND
STA C61+07.35
INV=700.680
6" 11.25° BEND
STA C61+27.21
INV=701.050
6" 11.25° BEND
STA C61+76.36
INV=701.750
6" 11.25° BEND
STA C62+25.44
INV=702.690
6" 22.5° BEND
STA C63+81.67
INV=697.120
6" 90° BEND
STA C64+12.00
INV=697.12 INSTALL 1000 LF OF 6" PVC DR18 TYP CY111
STA C62+20.00
CARV
STA C64+10.00
BLOW OFF
STA C60+10.00
STA C60+34.00
STA C60+61.00
STA C60+86.00
STA C61+01.00
STA C61+14.00
STA C61+20.00
STA C61+32.00
STA C61+70.00
STA C61+82.00
STA C62+18.00
STA C62+30.00
STA C63+50.00
STA C64+11.00
STA C67+34.00
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO PARKING NO PARKING
NO PARKING
NO PARKING EX 6" SS EX 8" W EX OHW EX 8" W EX 6" SS EX OHW EX 6" SS STA C60+22.31 N=2184008.86 E=6215362.25 6" 45° BEND STA C60+73.52 N=2183971.68 E=6215397.47 6" 45° BEND STA C61+07.35 N=2183937.90 E=6215395.64 6" 11.25° BEND STA C61+27.21 N=2183918.24 E=6215398.46 6" 11.25° BEND STA C61+76.36 N=2183871.88 E=6215414.78 6" 11.25° BEND STA C62+25.44 N=2183829.66 E=6215439.80 6" 22.5° BENDSTA C63+81.67 N=2183744.05 E=6215570.49 6" 90° BEND 6" RWC59+00 6" RW C60+00 C61+00 C62+00 C63+00 C64+00 C65+00 C66+00 EX OHW EX 8" SS EX 4" W EX 6" SS 6" RW C65+00 C66+00 C67+00 C68+00 Plot Date: 7/12/2023 1:18:18 PM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C17 47 CIVIL PLAN AND PROFILE ALIGNMENT C STA C59+00 TO C68+008660F1099C17.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
MATCH LINE STA C65+00 SEE LEFT MATCH LINE STA C65+00 SEE RIGHT MATCH LINE STA C59+00 SEE DWG 99C16 MATCH LINE STA C68+00 SEE DWG 99C18 BLOW OFF TYP CY733 CARV TYP CY745 THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND TO BE ACHIEVED BY ROTATING HORIZONTAL BEND. 3. CONTRACTOR TO SUPPORT UTILITY POLE AS REQUIRED BY UTILITY POLE OWNER. 4. RESTRAINED JOINTS REQUIRED. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSING PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. 3 1 1 1 1 1 1 # 4 4 4 4 4 4 1 4 4
696 700 704 708 712 716 720 724 728 696 700 704 708 712 716 720 724 728 C68+00 C69+00 C70+00 C71+00 C72+00 S=-2.56% S=-0.65% S=-0.85% STA C68+14.64
6" GV
STA C68+38.73
INV=707.98
6" 45° BEND
STA C68+40.15
INV=707.98
6" x 4" RED
STA C68+69.90
INV=708.17
4" 22.5° BEND
M-412
STA C68+68.00
METER TAP
M-413
STA C70+40.00
METER TAP
STA C70+45.00
CARV INSTALL 206 LF OF 4" PVC DR18 RESTRAINED JOINTS REQ'D GRADE ASSUMED STA C70+45.45 TYP CY111 INSTALL 40 LF OF 6" PVC DR18 TYP CY111 NO PARKING NO PARKING C68+00
C69+00
C70+00
C70+45.56 STA C68+69.90 N=2183351.19 E=6215295.37 4" 22.5° BEND STA C68+38.73 N=2183358.01 E=6215325.78 6" 45° BEND STA C68+40.15 N=2183357.70 E=6215324.40 6" x 4" RED 4" RW 6" RW LIVE OAK AVE N BUSH ST LOW GAP RD LOW GAP RD Plot Date: 7/12/2023 11:47:53 AM SCALE KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C18 48 CIVIL PLAN AND PROFILE ALIGNMENT C STA C68+00 TO STA C70+45.568660F1099C18.dwg JDiDonato 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig. MATCH LINE STA C68+00 SEE DWG 99C17 M-413 METER TAP CARV M-412 METER TAP THIS SHEET FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 20' 40' 80' SCALE: 1" = 40' (VERT)KEY MAP NORTH 4" RESTRAINED CAP 6" GV TYP CY716 KEY NOTES: 1. VERTICAL BEND TO BE ACHIEVED BY PULLED PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF OF THE MANUFACTURER'S SPECIFIED DEFLECTION. CONTRACTOR MAY DEFLECT MORE THAN ONE JOINT TO ACHIEVE TOTAL DEFLECTION. 2. VERTICAL BEND TO BE ACHIEVED BY ROTATING HORIZONTAL BEND. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY CROSSING PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL ASSUME THAT ANY VERTICAL BENDS SHOWN ARE ROTATED FROM CORRESPONDING HORIZONTAL BENDS UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL ROAD STRIPING DAMAGED BY PIPELINE REPLACEMENT PER SECTION 02762. CONTRACTOR SHALL REPLACE ENTIRETY OF DAMAGED STRIPING. # TYP CY901 TYP CY901 TYP CY745 1 1 1
602 601 600 601 600 600 602 600 599601 602 598
599
600 EX-21" SS 21" SS 21" SS 21" SS 16" RW 4" RW 16" OVERFLOW EX-16" RW 600 599 598 597 596 601 602
595
602
602
Plot Date: 7/12/2023 11:48:06 AM REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 REACE P. FISHER SEALED BY ORIGINAL ** CA PE NO. 81261 PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C19 49 CIVIL PUMP STATION AND STORAGE SITE PLAN8660F1099C19.dwg JDiDonato 8660F10 FILE: PLAN 8660F1001C102 0 15' 30' 60' SCALE: 1" = 30' Know what's below. Call before you dig. RECYCLED WATER STORAGE TANK ACCESS ROAD NEW BLADDER TYPE SURGE VESSEL EXISTING PIPE TO BE DECOMMISSIONED (ABANDONED/REMOVED) MAINTAIN EXISTING SLUDGE POND NEW RECONSTRUCTED POND TOE OF SLOPE TOP OF SLOPE EX 24" DIP TRANSFER PIPE FROM BOOSTER PS C99S02 ELECTRICAL BUILDING A99M01 RECYCLED WATER PUMP STATION TYP CY131 3 5 4 D99M03 TYP CY131 3 2 EX 24" SDR 35 PVC OVERFLOW EX 18" CLCS PW DISTRIBUTION PIPE EX 1 1/2" PVC NPW EX 6" PVC SS EX TREATMENT BLDG EX 16" RW FROM WWTP EX TRANSFORMER EX 6" PVC SS TANK FILL VALVE F99S06 ELECTRICAL DUCT BANK ELECTRICAL DUCT BANK 6 C99C21 OLD CASTLE PRECAST HEADWALL (TYP), OR EQUAL, OR CAST IN PLACE WITH ACCORDANCE WITH CALTRANS STANDARD PLAN D86B INV: 595.00 KEY NOTES: 1. MAINTAIN USE OF EXISTING POND. DAMAGE TO EXISTING BANK MUST BE PROTECTED OR REPAIRED. 2. CONSTRUCT NEW ACCESS ROAD. TIE INTO EXISTING PAVING. 3. NEW CONNECTION TO PHASES 1-3 PIPELINE. 16" 90-DEGREE BEND. PROVIDE THRUST BLOCK PER CY131/TYP. 4. EXISTING PIPE TO BE DEWATERED, CAPPED, AND ABANDONED IN PLACE. 5. REROUTE 360 LF OF 21" SANITARY SEWER. SEE DWG 99C22. 6. PROTECT 24" DIP IN PLACE DURING POND RECONSTRUCTION. REPLACE IN PLACE SEGMENT OF PIPE DAYLIGHTED DUE TO POND EXCAVATION AND CONSTRUCTION. GENERAL NOTES: 1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUTING AND DETAILS. # 5
600 599 598 597 596 601
602
595
602
602 3:1 3:1 3:1 3:1 1 2 3 4 5 6 7 8 9 10 1112 13 1415 16 17 18 19 2021 22 23 24 C1 C2 C3 C4 C5 C6 C7 5' MIN TANK FLOWLINE 100' COORDINATE CONTROL POINTS POINT 123456789101112131415161718192021222324 NORTHING 2186432.31 2186412.37 2186404.57 2186398.81 2186375.82 2186338.26 2186377.89 2186376.76 2186427.13 2186439.15 2186462.03 2186466.02 2186470.77 2186447.73 2186443.74 2186420.69 2186425.31 2186461.67 2186470.13 2186492.11 2186558.26 2186587.34 2186596.62 2186569.87 EASTING 6223035.61 6223037.12 6222933.98 6222919.81 6222892.36 6222847.51 6222804.48 6222789.53 6222768.18 6222781.31 6222765.54 6222765.23 6222828.07 6222854.89 6222855.19 6222882.00 6222929.76 6222962.09 6222806.37 6222781.66 6222778.90 6222804.76 6222927.48 6222957.57 ELEVATION 598.40 597.60 601.20 601.30 601.70 0.00 602.00 602.00 601.95 601.75 601.65 601.60 601.20 601.20 601.20 601.20 601.00 601.00 601.00 601.00 601.00 601.00 601.00 601.00 DESCRIPTION PI ROAD PI ROAD PC C1 PT C1 PI ASPHALT CENTER OF TANK PI ASPHALT PUMP STA SE CORNER PUMP STA NW CORNER ELEC BLDG SE CORNER ELEC BLDG NW CORNER PI ASPHALT PC C2 PT C2 PC C3 PT C3 PC C4 PT C4 PC C5 PT C5 PC C6 PT C6 PC C7 PT C7 CURVE TABLE NO. XX C1 C2 C3 C4 C5 C6 C7 LENGTH 15.54' 39.27' 39.27' 53.80' 36.91' 43.04' 44.93' RADIUS 25.00' 25.00' 25.00' 35.00' 23.00' 28.00' 28.00' DELTA 35°37'06" 90°00'00" 90°00'00" 88°03'54" 91°56'06" 88°03'54" 91°56'06" TANGENT 8.03' 25.00' 25.00' 33.84' 23.79' 27.07' 28.96' Plot Date: 7/12/2023 11:49:53 AM REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 REACE P. FISHER SEALED BY ORIGINAL ** CA PE NO. 81261 PROJECT NO. LAST SAVED BY: FILE NAME: CDA BH BWA 99C20 50 CIVIL GRADING AND DRAINAGE PLAN8660F1099C20.dwg JDiDonato 8660F10 FILE: PLAN 8660F1001C102 0 15' 30' 60' SCALE: 1" = 30' Know what's below. Call before you dig. RECYCLED WATER STORAGE TANK NEW BLADDER TYPE SURGE VESSEL NEW RECONSTRUCTED POND TOE OF SLOPE TOP OF SLOPE C99S02 ELECTRICAL BUILDING A99M01 RECYCLED WATER PUMP STATION 5 D99M03 2 KEY NOTES: 1. MATCH EXISTING GRADE WHERE INDICATED. 2. GRADE MIN 4% AWAY FROM TANK IN ALL DIRECTIONS. 3. REMOVABLE GUARD POST PER CF161/TYP. 4. ALL UNPAVED AREAS WITHIN THE PROJECT SITE SHALL BE COMPACTED AND RESEEDED PER SPECIFICATIONS UNLESS NOTED OTHERWISE. 5. GRAVEL ACCESS ROAD SHALL BE 0'=6" AB OVER GEOTEXTILE FABRIC WITH 1'=0" SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. 6. CONDUIT TRENCH PATCH TO MATCH EXISTING GRADE. 7. REFER TO DWG 99C22 FOR SSMH LOCATIONS. GENERAL NOTES: 1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUTING AND DETAILS. # EX TREATMENT BLDG EX TRANSFORMER TANK FILL VALVE F99S06 SSMH SSMH ELEC HH ELEC HH ELEC HH EX FENCE TO REMAIN 1 B99C21 FG 601.25 FL 601.49 FG 601.25 A99C21 FL 602.90FG 603.39 FG 602.40 FL 602.20 S=1.00% S=1.00% S=0.95% S=1.00%
S=1.00% FL 602.20 FG 602.40 S=1.00% S=1.00% FL 601.60 FG 601.22 FL 601.84 ± ±± - 41 4 4 5 5 5 3 TYP OF 4 3 TYP OF 7 TYP OF 4 3 1 1 6 6 6 6 FL 603.19 7 7 SSMH 7
1 10'-0" 10'-0"
1" LIP 2.5 % SLOPE 3 2 CL FL SWALE 5'-0" 4 % MIN FF TANK Plot Date: 7/12/2023 11:49:57 AM GENERAL NOTES: 1. REFER TO SPECIFICATIONS AND GEOTEXTILE REPORT FOR SUBGRADE PREPARATION REQUIREMENTS. SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 REACE P. FISHER SEALED BY ORIGINAL ** CA PE NO. 81261 PROJECT NO. LAST SAVED BY: FILE NAME: CDA JRD BWA 99C21 51 CIVIL SECTIONS8660F1099C21.dwg JDiDonato 8660F10 SCALE: FILE: A99C20 SECTION 1/2" = 1'-0" 8660F1001C107 SCALE: FILE: B99C20 SECTION 1/2" = 1'-0" 8660F1001C107 0 1' 2' 4' SCALE: 12" = 1'-0" SCALE: FILE: C99C19 SECTION - TYPICAL POND BERM NO SCALE 8660F1001C107 SCARIFY AND RECOMPACT TO 90% EXCAVATION NEAT LINE BASIN SIDE SLOPE 3H:1V (TYP) FG: 595.00 3 TOP OF BERM (MATCH EXISTING GRADE) 3 KEY NOTES: 1. GRAVEL ACCESS ROAD SHALL BE 0'-6" AB OVER GEOTEXTILE FABRIC WITH 1'-0" SUBGRADE AT 95% RC UNLESS OTHERWISE NOTED. 2. ALL UNPAVED AREAS WITHIN THE PROJECT SITE SHALL BE COMPACTED AND RESEEDED PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 3. REFER TO DWG 99C20 FOR FINAL GRADING ELEVATIONS. X BASIN LINING RIVER ROCK OR ANGULAR GRAVEL (6" MIN) OVER GEOTEXTILE FABRIC PER SECTION 02620
9+00 10+00 11+00 12+00 13+00 14+00 EX 21" SS EX 21" SS 21" SS 21" SS STA. 10+00.00 60" MH01 N=2186294.83 E=6222714.84 STA. 10+59.59 60" MH02 N=2186246.87 E=6222750.22 STA. 13+68.52 60" MH03 N=2186295.44 E=6223055.30 16" RW 576 580 584 588 592 596 600 604 576 580 584 588 592 596 600 604 9+00 10+00 11+00 12+00 13+00 14+00 60" MH01
STA. 10+00
RIM=599.18
INV IN=588.84 (21" SE)
INV IN=588.94 (21" W)
60" MH02
STA. 10+59.59
RIM=599.16
INV IN=588.68 (21" NW)
INV OUT=588.54 (21" E)
60" MH03
STA. 13+68.52
RIM=597.92
INV IN=587.30 (21" W)
INV OUT=587.30 (21" E) EX 21" SS EX 21" SS 21" SS 21" SS S=0.27% S=0.40% Plot Date: 7/12/2023 11:50:15 AM SCALE REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/10/2023 BRIAN W. AVON SEALED BY ORIGINAL ** CA PE NO. 76832 Know what's below. Call before you dig.
PROJECT NO. LAST SAVED BY: FILE NAME: CDA JDM BWA 99C22 52 CIVIL SEWER REALIGNMENT8660F1099C22.dwg atucker 8660F10 FILE: PLAN 8660F1001C102 PROFILE FILE: 8660F1001C102 (HORIZ) 0 2' 4' 8' SCALE: 1" = 4' 0 10' 20' 40' SCALE: 1" = 20' (VERT) TYP CS110 EXISTING GRADE TYP CS110 TYP CS110 3 FUTURE RECYCLED WATER STORAGE TANK 2 1 1 1 KEY NOTES: 1. CONTRACTOR TO VERIFY THE INVERTS OF ALL REPLACEMENT MANHOLES PRIOR TO REPLACEMENT 2. STORAGE TANK, YARD PIPING, AND ELECTRICAL DUCT BANK SHOWN FOR REFERENCE ONLY. REFER TO SPECIFIC DRAWINGS FOR CONSTRUCTION DETAILS. INSTALLATION OF THE STORAGE TANK, YARD PIPING, AND ELECTRICAL DUCT BANKS SHALL OCCUR AFTER THE REPLACEMENT SEWER HAS BEEN CONSTRUCTED 3. SEGMENT OF EXISTING 21-INCH SEWER TO BE REMOVED. 4. SEGMENT OF EXISTING 16-INCH RECYCLED WATER PIPELINE TO BE DECOMMISSIONED GENERAL NOTES: 1. CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 2. EXISTING SEWER SEGMENT TO BE REMOVED AND REPLACED AS SHOWN IN THE NEW SEWER ALIGNMENT PRIOR TO THE CONSTRUCTION OF STORAGE TANK. 3. CONTRACTOR TO BYPASS SEWER FLOWS DURING REPLACEMENT OF SEWER. X 367 LF 21-INCH SDR 21 PVC SS TYP CY111
Plot Date: 7/12/2023 11:15:09 AM PROJECT NO. LAST SAVED BY: FILE NAME: MH RGU JKN 99A01 53 ARCHITECTURAL ELECTRICAL BUILDING CODE ANALYSIS, SCHEDULES, AND EGRESS PLAN 8660F1099A01.dwg obonafoux 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 MATTHEW C. KALLEVANT SEALED BY ORIGINAL ** CA PE NO. 84405 ROOM NO. ROOM NAME OCCUPANCY ACCESSIBILITY BASIC ALLOWABLE AREA ALLOWABLE FLOOR AREA PER OCCUP ACTUAL SQ FT SPRINKLERED EXITS REQUIRED/ PROVIDED OCCUPANCY SEPARATION BASIC ALLOW STORIES/HEIGHT OCCUPANCY LOAD CONSTRUCTION TYPE 2022 CALIFORNIA BUILDING CODE 101 F-1 II-B 2 STORIES/55 FT 15,500 300 1 2/2 NR NR NR* - BUILDING ACTUAL F-1 II-B 2 STORIES/55 FT 15,500 ELECTRICAL ROOM 264 264 ELECTRICAL BUILDING COMMENTS NO. DOOR WIDTH HEIGHT THICK DOOR MAT'L FINISH WIDTH HEIGHT DEPTH TYPE FRAME MAT'L FINISH HEAD JAMB DETAILS SILL READER CARD LABEL UL TYPE DOOR AND HARDWARE SCHEDULE REMARKS HW GROUP MAT'L MATERIAL HW HARDWARE GROUP, REFERENCE SPECIFICATION SECTION 08710 NR NOT REQUIRED R REQUIRED UL UNDERWRITERS LABORATORIES FIRE RATING ELECTRICAL BUILDING 101-1 7'-2" 1 3/4" V HM COATING COATING 6'-8" 3'-4" 7'-4" 7'-4" 8" 8" RR HMHM COATING COATING CC CC EE NRNR NRNR HW-1 HW-2 -- PR (3'-0'') 101-2 3'-0" 7'-2" 1 3/4" V HM ROOM NO. ROOM NAME MAT'L FLOOR FINISH MAT'L BASE MAT'L FINISH NORTH WALL MAT'L HEIGHT CEILING MAT'L FINISH FINISH SOUTH WALL MAT'L FINISH MAT'L FINISH EAST WALL WEST WALL ROOM FINISH SCHEDULE ELECTRICAL BUILDING 101 ELECTRICAL ROOM CONC SEALER CMU CMU PAINTING CMU PAINTING CMU PAINTING CMU PAINTING MTLDK ±18'-0" EXPO EGRESS ABBREVIATION AND SYMBOL LIST # # # # SF: SQUARE FEET OL: OCCUPANT LOAD OLF: OCCUPANT LOAD FACTOR SPR: AUTOMATIC SPRINKLER NA: NOT APPLICABLE DIRECTION OF EGRESS PATH LENGTH OF EGRESS IN FEET EXIT SIGN FIRE EXTINGUISHER FILE: SCALE: ELECTRICAL BUILDING - EGRESS PLAN A 1/4" = 1'-0" 8660F10S100 101 ELECTRICAL ROOM SF - 264 OL - 1 OLF - 300 SPR - NR ENVELOPE COMPONENT U-VALUE REQUIRED U-VALUE PROVIDED 2022 CALIFORNIA ENERGY CODE BUILDING ENVELOPE REQUIREMENTS - MENDOCINO COUNTY, CLIMATE ZONE 2 DOORS - SWINGING DOORS - NONSWINGING WALLS ABOVE GRADE, MASS FLOORS, MASS ROOFS - ABOVE ROOF DECK U - 1.45 U - 0.70 CODE ANALYSIS ABBREVIATION LIST: F-1 FACTORY INDUSTRIAL GROUP, MODERATE HAZARD OCCUPANCY (2022, CBC) NR NOT REQUIRED R REQUIRED R-VALUE THERMAL RESISTANCE, IS THE INVERSE OF THE TIME RATE OF HEAT FLOW THROUGH A BODY FROM ONE OF ITS BOUNDING SURFACES TO THE OTHER SURFACE FOR A UNIT TEMPERATURE DIFFERENCE BETWEEN THE TWO SURFACES, UNDER STEADY STATE CONDITIONS, PER UNIT AREA (2022, CBC) SQ FT SQUARE FEET U-FACTOR THERMAL TRANSMITTANCE, IS THE COEFFICIENT OF HEAT TRANSMISSION (AIR TO AIR) THROUGH A BUILDING COMPONENT OR ASSEMBLY, EQUAL TO THE TIME RATE OF HEAT FLOW PER UNIT AREA AND UNIT TEMPERATURE DIFFERENCE BETWEEN THE WARM SIDE AND COLD SIDE AIR FILMS (2022, CBC) 11' -2'' 13' -0'' FXE U - 0.034 R-25 U - 0.039 U - 0.170 **** * FXE IN ACCORDANCE WITH SECTION 100.0(e)2.C OF THE 2022 CALIFORNIA ENERGY CODE, PROCESS SPACES. REFERENCE TITLE 24 DOCUMENTS FOR COMPLIANCE. *IN ACCORDANCE WITH SECTION 11B-203.5 OF THE 2022 CALIFORNIA BUILDING CODE, ELECTRICAL ROOMS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS TYP AJ103 TYP AJ100 TYP AJ105 TYP AJ107 TYP AJ109
Plot Date: 7/12/2023 11:15:09 AM PROJECT NO. LAST SAVED BY: FILE NAME: MH RGU JKN 99A02 54 ARCHITECTURAL ELECTRICAL BUILDING ELEVATIONS 8660F1099A02.dwg vpetersvargas 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 MATTHEW C. KALLEVANT SEALED BY ORIGINAL ** CA PE NO. 84405 1 18'-0" TOP OF MASONRY EL REFERENCE STRUCTURAL TOP OF FINISH FLOOR EL REFERENCE STRUCTURAL 18'-0" TOP OF MASONRY EL REFERENCE STRUCTURAL TOP OF FINISH FLOOR EL REFERENCE STRUCTURAL 18'-0" TOP OF MASONRY EL REFERENCE STRUCTURAL TOP OF FINISH FLOOR EL REFERENCE STRUCTURAL 18'-0" TOP OF MASONRY EL REFERENCE STRUCTURAL TOP OF FINISH FLOOR EL REFERENCE STRUCTURAL 7'-4" 24 SCALE: FILE: ELEVATION E 1/4" = 1'-0" 8660F1001A201 NORTH SCALE: FILE: ELEVATION F 1/4" = 1'-0" 8660F1001A201 SOUTH SCALE: FILE: ELEVATION G 1/4" = 1'-0" 8660F1001A201 EAST SCALE: FILE: ELEVATION H 1/4" = 1'-0" 8660F1001A201 WEST GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. FOR DOOR SCHEDULES, REFER TO DRAWING 98A01. 3. EXTERIOR CONCRETE MASONRY UNITS TO BE FINISHED WITH WATER REPELLANT. TYP AC310 W/ CAGE TYP AG225 TYP AG222 TYP AG220 TYP AG225 TYP AG227 3 TYP AG220 3 TYP AC310 W/ CAGE TYP AC310 W/ CAGE TYP AG220 3 TYP AG220 3 1 1 1 7'-4" 24 1. 12''x8"x16'' STANDARD CONCRETE MASONRY UNIT. REFER TO SPECIFICATION SECTION 04220. 2. HOLLOW METAL DOOR AND FRAME. SPEC SECTION 08110. 3. ALUMINUM COPING OVER PARAPET IN ACCORDANCE WITH SPECIFICATION SECTION 07700. 4. EXTERNAL LIGHT FIXTURE REFERENCE ELECTRICAL DRAWINGS. # KEY NOTES:
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 PROJECT NO. LAST SAVED BY: FILE NAME: JKNAL KP 00S01 55 STRUCTURAL GENERAL STRUCTURAL NOTES8660F1000S01.dwg obonafoux 8660F10 Plot Date: 7/20/2023 9:52:25 AM Units Discipline
$$$$DATE$$$$ $$$$USER$$$$ $$$$PLOT_INFO$$$$ GENERAL NOTES: GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA: TYPICAL STRUCTURAL MATERIALS: CONSTRUCTION: STRUCTURAL SYMBOLS: EXCAVATION AND BACKFILLING: 1. EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED. OBTAIN ENGINEER’S OBSERVATION OF SUBGRADE SURFACES, AS EXPOSED AND AS PREPARED, BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION. 2. DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP OF THE WALL ARE IN PLACE, ARE COMPLETE, AND (IN THE CASE OF CONCRETE) HAVE CURED TO THEIR MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH. REINFORCING STEEL (FOR CONCRETE AND MASONRY): CONCRETE: STRUCTURAL STEEL: STAINLESS STEEL: 1. ANSI TYPE 316/316L EXCEPT WHERE TYPE 304/304L IS INDICATED ON THE DRAWINGS. 2. SECTIONS: SHAPES AND BARS: ASTM A 276. 3. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS: A. MATCH ALLOY OF THE STRUCTURAL MEMBERS CONNECTED. B. TYPE 316/316L: ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX. C. TYPE 304/304L: ASTM F 593, GRADE B8, CLASS 1, HEAVY HEX. 4. WELDED CONNECTIONS: A. TYPE 316L: E316L-15 ELECTRODES. B. TYPE 304L: E304L-15 ELECTRODES. STRUCTURAL ALUMINUM: 1. SECTIONS A. SHAPES: ASTM B 308, ALLOY 6061-T6. B. SHEET AND PLATE: ASTM B 209, ALLOY 6061-T6. 2. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS: A. STAINLESS STEEL - TYPE 316, ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX. 3. WELDED CONNECTIONS: A. GAS METAL ARC (MIG) OR GAS TUNGSTEN ARC (TIG) PROCESS USING FILLER ALLOY 4043 ELECTRODES. STRUCTURAL ABBREVIATIONS: DEFERRED DESIGN SUBMITTALS 8. CONSTRUCTION LOADS: A. STRUCTURES HAVE BEEN DESIGNED FOR OPERATING LOADS ON COMPLETED FACILITIES. UNTIL CONSTRUCTION IS COMPLETE AND MEMBERS HAVE ACHIEVED THEIR DESIGN STRENGTH, PROTECT STRUCTURES AS REQUIRED BY SHORING, BRACING, AND BALANCING. STRUCTURAL DESIGN CRITERIA - GENERAL: SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR SPECIFIC DESIGN CRITERIA BASED ON THESE OVERALL CRITERIA FOR THE SITE. 1. BUILDING CODE: A. 2022 CALIFORNIA BUILDING CODE (“CBC 2022”) WITH ASCE 7-16. B. LOCAL AMENDMENTS: UKIAH CITY CODE. 2. STRUCTURE RISK CATEGORY: III EXCEPT FOR TANK AND PEDESTRIAN BRIDGE, RISK CATEGORY IV 3. DEAD LOADS: CALCULATED FOR STRUCTURE SELF-WEIGHT. 4. LIVE LOADS: (REDUCTIONS NOT USED) A. FLOOR LIVE LOAD: SEE PLANS. B. GRATING AND CHECKERED PLATE: 100 PSF (UNO). C. ROOF LIVE LOAD: SEE PLANS (20 PSF MINIMUM). D. EQUIPMENT LOADS: SEE PLANS. E. CONCENTRATED AND IMPACT LOADS: SEE PLANS. 5. FLUID PRESSURE LOADS: 63 PSF/FT (UNO). 6. WIND DESIGN DATA: A. SPECIAL WIND REGION: NO B. WIND-BORNE DEBRIS REGION: NO C. BASIC WIND SPEED (3 SEC GUST, 33 FEET ABOVE GROUND): 110 MPH. 7. EARTHQUAKE DESIGN DATA: PEDESTRIAN BRIDGE ALL OTHER STRUCTURES UNLESS NOTES OTHERWISE 1. DEFORMED BARS: A. TYPICAL: ASTM A 615, GRADE 60. B. WHERE INDICATED ON THE DRAWINGS: ASTM A 706. C. ASTM A615 GRADE 80 SPIRALS FOR PILES AS INDICATED ON DRAWINGS. 2. WELDED WIRE FABRIC: ASTM A 1064. CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE STRUCTURES ABOVE ARE COMPLETE, PROVIDE BRACING FOR WALLS. KEEP BRACING IN PLACE UNTIL THE STRUCTURE ABOVE IS COMPLETE AND (IN THE CASE OF CONCRETE) HAS CURED TO ITS MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH. 1. MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. SEE PROJECT SPECIFICATIONS AND NOTES ON DRAWINGS OF SPECIFIC STRUCTURES FOR DETAILED AND LOCATION-SPECIFIC REQUIREMENTS. 1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING STRUCTURAL MATERIALS AND CONSTRUCTION. SEE SPECIFICATION SECTION 01455 FOR DETAILS. 2. DIVISION 2 SITE CONSTRUCTION (EARTHWORK) A. EXCAVATION DEPTH. B. ADEQUACY OF EXPOSED SURFACE TO PROVIDE REQUIRED SUPPORT. C. PREPARATION OF SOILS/SURFACES SUPPORTING CONSTRUCTION. D. FILL AND BACKFILL. 3. DIVISION 3 CONCRETE: A. LOCATIONS. B. FORMWORK AND MEMBER SIZES. C. REINFORCING STEEL. D. ANCHORS: CAST-IN AND POST-INSTALLED. E. CONCRETE MIX AND PLACEMENT. F. PROTECTION AND CURING PROCEDURES. 4. DIVISION 4 MASONRY A. LOCATIONS. B. MEMBER SIZES. C. REINFORCING STEEL. D. ANCHORS: BUILT-IN AND POST-INSTALLED. E. MORTAR AND JOINTS. F. GROUT AND GROUTING. G. PROTECTION AND CURING PROCEDURES. 5. DIVISION 5 METALS A. GENERAL ALL METALS: 1) MEMBER LOCATIONS. 2) MEMBER SIZES/TYPES. 3) ANCHORS - CAST-IN AND BUILT-IN ANCHOR BOLTS. 4) ANCHORS - POST-INSTALLED MECHANICAL AND ADHESIVE. B. STRUCTURAL STEEL (CARBON AND STAINLESS). 1) HIGH-STRENGTH BOLTING. 2) WELDING. C. STRUCTURAL ALUMINUM. 1) BOLTING. 2) WELDING. AS DEFINED IN THE BUILDING CODE, DEFERRED DESIGN SUBMITTALS ARE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION, AND THAT ARE TO BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL AND SUBSEQUENTLY SUBMITTED TO THE BUILDING OFFICIAL. DEFERRED DESIGN SUBMITTALS FOR THIS PROJECT INCLUDE: 1. DIVISION 2 EARTHWORK A. 2300 EARTHWORK B. 02460 PILE LOAD TESTS 2. DIVISION 2 METALS A. 05500 TRASH RACK GRATING 3. DIVISION 8 DOORS AND WINDOWS A. 08320 ACCESS HATCH 4. DIVISION 15 MECHANICAL A. 15050 MECHANICAL EQUIPMENT SUPPORTS B. 15500 HVAC SUPPORTS 4. DIVISION 16 ELECTRICAL A. 16050 ELECTRICAL EQUIPMENT SUPPORTS 1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH PROJECT DRAWINGS BY OTHER DISCIPLINES AND WITH THE SPECIFICATIONS. 2. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE GENERAL NOTES AND TYPICAL DETAILS. 3. PRESENTATION CONVENTIONS FOR STRUCTURAL DRAWINGS: A. SCREENED LINE WORK INDICATES EXISTING CONDITIONS. B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES. C. PLANS ARE TREATED AS HORIZONTAL SECTIONS. (I.E.: “PLAN AT ELEVATION 110” SHOWS CONSTRUCTION AT AND BELOW ELEVATION 110.) 4. VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. ADVISE ENGINEER IMMEDIATELY OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DIMENSIONS, AND INFORMATION SHOWN ON THESE DRAWINGS. CONFIRM THE FOLLOWING BEFORE PREPARATION AND SUBMITTAL OF SHOP DRAWINGS: A. DIMENSIONS AND WEIGHTS FOR EQUIPMENT SELECTED. B. SIZES AND LOCATIONS OF EQUIPMENT PADS FOR EQUIPMENT SELECTED. 5. TYPICAL DETAILS ARE INCLUDED ON THE “TS” DRAWINGS. A. TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR TITLES, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS. B. IN STRUCTURAL TYPICAL DETAILS, ORIENTATION OF BARS IN EACH MAT OF REINFORCEMENT (WHETHER “LINES” OR “DOTS”ARE CLOSER TO THE FACE OF THE CONCRETE) IS GENERALLY ARBITRARY. SEE DRAWINGS OF EACH STRUCTURE FOR ORIENTATION REQUIRED AT THAT STRUCTURE. 6. SEE CIVIL DRAWINGS FOR STRUCTURE COORDINATES. POINTS ON THE STRUCTURES TO WHICH SITE COORDINATES REFER ARE SHOWN ON THE STRUCTURAL PLANS. 7. DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE OPENINGS, ANCHORS, PIPES, CONDUITS, AND OTHER ITEMS THAT ARE EMBEDDED INTO OR PASS THROUGH STRUCTURES. A. CONFIRM SIZE AND LOCATIONS OF OPENINGS, PENETRATIONS AND EMBEDMENT FOR ITEMS AND EQUIPMENT FURNISHED. B. IN GENERAL, OPENINGS, EMBEDMENTS, AND PENETRATIONS LESS THAN 12 INCHES IN DIAMETER ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. C. SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATIONS, PIPE SUPPORTS, AND ASSOCIATED STRUCTURAL REQUIREMENTS. D. SEE MECHANICAL DRAWINGS FOR EQUIPMENT PADS AND PIPE SUPPORTS. 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR AND WINDOW OPENINGS. STRUCTURAL OBSERVATION: 1. STRUCTURAL OBSERVATION IS REQUIRED DURING AND AT SPECIFIC STAGES OF CONSTRUCTION WHILE CORRECTIONS CAN BE MADE. 2. ALL STRUCTURAL IN ALL AREAS: A. FOUNDATIONS 1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT PRIOR TO CASTING OF CONCRETE. B. CONCRETE WALLS 1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT PRIOR TO CASTING OF CONCRETE. C. ELEVATED SLABS 1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT PRIOR TO CASTING OF CONCRETE. 1. NORMAL DENSITY. 2. MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, f’c (AT 28 DAYS UNO). A. STRUCTURES: “CLASS A”& DRILLED PIERS f’c = 4500 PSI. B. FILL AND THRUST BLOCKS: “CLASS C” f’c = 2500 PSI. C. PIPE ENCASEMENT: “CLASS A” f’c = 4500 PSI. D. ELECTRICAL DUCT ENCASEMENT: “CLASS CE” f’c = 3000 PSI. METAL FABRICATIONS: 1. HANDRAILS AND GUARDRAILS: A. ALUMINUM, EXCEPT WHERE OTHER MATERIALS ARE NOTED. 2. GRATING: A. ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS OTHERWISE NOTED. B. GRATING AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME MATERIAL. C. UNLESS INDICATED ON THE DRAWINGS AS “REMOVABLE GRATING”, SECURELY FASTEN GRATING TO SUPPORTS AS INDICATED IN S559/TYP. 3. COVER PLATES: A. ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS OTHERWISE NOTED. B. COVER PLATE AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME MATERIAL. 1. GEOTECHNICAL INVESTIGATION REPORT: TITLE: GEOTECHNICAL REPORT CITY OF UKIAH RECYCLED WATER PIPELINE PHASE 4 DESIGN PROJECT PREPARED BY: CRAWFORD AND ASSOCIATES. REPORT NO: CRAWFORD FILE NO. 19-503.1 DATED: FEBRUARY 2023. 2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION REPORT. A. NET ALLOWABLE BEARING PRESSURE TANK: 2000 PSF PUMP STATION: 3000 PSF B. LATERAL EARTH PRESSURE (UNO): SURCHARGE: EQUIVALENT TO 2 FEET OF SOIL ABOVE FINISHED GRADE. STATIC SEISMIC ACTIVE (PSF/FT): 50 50 AT REST (PSF/FT): 65 65 SLIDING COEFFICIENT OF FRICTION: 0.3 0.3 1. SEE DRAWING 00G03 FOR KEY TO DRAWING TITLES AND SECTION CUTS, AND FOR DEFINITION OF MATERIALS SHADING PATTERNS. 2. WELDING: SYMBOLS: IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) A2.4. 1. SEE DRAWING 00G03 FOR GENERAL LIST OF ABBREVIATIONS USED ON DRAWINGS. 2. ABBREVIATIONS FOR NAMES OF TECHNICAL GROUPS MAY BE FOUND IN THE PROJECT SPECIFICATIONS. 3. STRUCTURAL MEMBERS: A. STEEL: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION’S STEEL CONSTRUCTION MANUAL, CURRENT EDITION. B. ALUMINUM: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION’S ALUMINUM DESIGN MANUAL, CURRENT EDITION. 4. ABBREVIATIONS FOR STRUCTURAL DRAWINGS: WHEN USED ON THE STRUCTURAL DRAWINGS, THE FOLLOWING ABBREVIATIONS HAVE THE MEANINGS LISTED. REINFORCEMENT: OTHER: BO BOTTOM OF L ANGLE EF EACH FACE PL PLATE I.F. INSIDE FACE O.F. OUTSIDE FACE T.O. TOP OF # NUMBER (REINFORCING BAR SIZE) 1. SECTIONS A. SHAPES W, WT: ASTM A 992 (Fy = 50 KSI) B. SHAPES S, ST, M, MT, HP, C, MC, L: ASTM A 36 (Fy = 36 KSI) C. PLATES AND BARS: ASTM A 36 (Fy = 36 KSI) D. PIPES: ASTM A 53, GRADE B (Fy = 35 KSI) E. HOLLOW STRUCTURAL SECTIONS: ROUND: ASTM A 500, GRADE B (Fy = 42 KSI) SQUARE AND RECTANGULAR: ASTM A 500, GRADE B (Fy = 46 KSI) 2. CONNECTIONS: A. BOLTS - STEEL TO STEEL: ASTM A 325 HIGH-STRENGTH BOLTS, WITH LOAD INDICATOR WASHERS. B. BOLTS - STEEL TO CONCRETE OR MASONRY: ANCHOR BOLTS WITH HEX FORGED HEAD. ASTM F 593, STAINLESS TYPE 316 ASTM F 1554, GRADE 36 GALVANIZED. C. WELDS - SHIELDED METAL ARC PROCESS USING E70-XX ELECTRODES. EH CONCRETE: 1. SEE S101/TYP FOR CONCRETE NOTES, INCLUDING CLEAR COVER AND LAP SPLICE LENGTH REQUIREMENTS FOR REINFORCING. 2. SUBMIT LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS FOR ACCEPTANCE BY THE ENGINEER BEFORE FORM LAYOUT. 3. PROVIDE CHAMFER AT EXPOSED EDGES OF CAST-IN-PLACE CONCRETE. SEE SPECIFICATION 03102 FOR CHAMFERS. 4. PROVIDE REINFORCING: A. AT CORNERS AND JUNCTIONS - AS INDICATED IN S144/TYP, SUPPLEMENT WITH ADDED BARS WHERE INDICATED ON THE DRAWINGS. B. AT OPENINGS - AS INDICATED IN S180/TYP. 5. WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER. 6. MAINTAIN MINIMUM 3 INCHES CLEAR CONCRETE COVER BETWEEN REINFORCING AND EMBEDMENTS. 7. FINISH CONCRETE AS SPECIFIED IN SECTION 03366. 8. CONCRETE PADS A. EQUIPMENT PAD SEE S302/TYP. B. HOUSEKEEPING PAD FOR ELECTRICAL EQUIPMENT SEE S350/TYP. MASONRY: 1. SEE S400/TYP FOR MASONRY NOTES, INCLUDING LAP SPLICE LENGTHS. 2. PROVIDE REINFORCING: A. AT CORNERS AND JUNCTIONS AS INDICATED IN S412/TYP. B. AT OPENINGS AS INDICATED IN S410/TYP. 3. WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER. 4. GROUTING: A. FULLY GROUTED. STEEL, STAINLESS STEEL, AND ALUMINUM - CONNECTIONS: 1. BOLTED: A. MADE USING 3/4-INCH DIAMETER BOLTS. B. HAVING A MINIMUM OF 2 BOLTS, SPACED NOT CLOSER THAN 3 INCHES ON CENTER. C. WITH A DISTANCE OF AT LEAST 1 1/2 INCHES FROM CENTER OF BOLT TO ANY EDGE OF A PLATE OR STRUCTURAL ELEMENT. 2. WELDED: A. FILLET WELDS: PER AWS CODE BASED ON THE THICKNESS OF THE MATERIALS BEING JOINED, AND FULL LENGTH OF THE JOINT. 3. INTERFACE BETWEEN MATERIALS: A. AT BOLTED CONNECTIONS THAT INCLUDE DIFFERENT METALS (E.G.: STEEL AND STAINLESS STEEL, OR ALUMINUM AND STEEL) PROVIDE ISOLATING SLEEVES AND WASHERS AS SPECIFIED IN SECTION 05190. B. WHERE ALUMINUM IS IN CONTACT WITH MASONRY OR CONCRETE, COAT ALUMINUM SURFACES AS SPECIFIED IN SECTION 09960. 4. POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY: A. INSTALL IN FULL COMPLIANCE WITH ACCEPTED BUILDING CODE EVALUATION REPORT AND MANUFACTURER’S INSTRUCTIONS. B. DO NOT CUT, DAMAGE, OR INTERRUPT EXISTING REINFORCEMENT TO INSTALL ANCHORS. USE NON-DESTRUCTIVE TESTING EQUIPMENT TO IDENTIFY LOCATIONS OF REINFORCEMENT IN MEMBERS BEFORE DRILLING HOLES FOR ANCHORS. SPECIAL INSPECTION E. STORAGE POND: “CLASS A” f’c = 5000 PSI. 0.2 SECOND *1.0 SECOND A. SITE CLASS: F. B. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss=2.129g S1=0.821g C. SITE COEFFICIENTS: Fa=1 Fv=4 D. MAXIMUM CONSIDERED ACCELERATIONS: *Sms=2.22g Sm1=2.37g E. DESIGN SPECTRAL RESPONSE ACCELERATIONS: *Sds=1.48g Sd1=1.58g 0.2 SECOND *1.0 SECOND A. SITE CLASS: D. B. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss=1.88g S1=0.719g C. SITE COEFFICIENTS: Fa=1 Fv=2.5 D. MAXIMUM CONSIDERED ACCELERATIONS: *Sms=1.506g Sm1=1.438g E. DESIGN SPECTRAL RESPONSE ACCELERATIONS: *Sds=1.004g Sd1=0.959g 9. FLOOD LOADS: A. FLOOD HAZARD AREA : NO 10. RAIN LOADS: A. DESIGN RAINFALL INTENSITY: i = 1.35 INCHES / HOUR. (100 YEAR / 1 HOUR EVENT) 11. ICE LOADS: A. NOMINAL UNIFORM ICE THICKNESS W/ 3-SECOND WIND GUST: 0 INCH / 30 MPH B. ICE DENSITY FOR CALCULATING ICE WEIGHT: 56 PCF (MIN) 1 1 1 1 1 1 06-02-23 JKN ADDENDUM 3
4'-6"
3'-6"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:52:38AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85S01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
STRUCTURAL
8660F10 8660F1085S01.dgn
C
85S02
A 3/16"=1'-0"
CLARIFIER NO.4 CLARIFIER NO.3 CLARIFIER NO.2
FILTER NO.4 FILTER NO.3 FILTER NO.2 FILTER NO.1
#
GENERAL NOTES:
KEY NOTES:
AWT CLARIFIER/FILTER PLAN
B
85S02
8660F1085S100
CLARIFIER NO.1
1 85S02
WORK SEQUENCING). SPECIFICATION SECTION 01140 FOR CONSTRAINTS AND POSSIBLE DONE DURING THE MEDIA REPLACEMENT PROCESS (REFER TO
2. ACCESSING ALL OF THE SURFACE REQUIRES THIS WORK TO BE CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS.
1. BACKGROUND IS BASED ON THE 1994 RECORD DRAWINGS.
obonafoux
D
85S02 2 (TYP)
1 (TYP)
KP
TU
56 TYP
(TYP) S304
(TYP)
(TYP)
JKN
PLATE 3" BEYOND CORROSION LIMITS. BID QUANTITY = 200 SF.USING 1/4" WELDS, 1/4" PLATE OVER CORROSION AREA, EXTEND DEEP OVER GREATER THAN 1 SQ FT TREATMENT: FILLET WELD TYPE III - WIDE SPREAD SURFACE PITTING GREATER THAN 1/16" WITH WELD METAL. BID QUANTITY = 200 SF.OVER AN AREA LESS THAN OR EQUAL TO 1 SQ FT TREATMENT: FILL TYPE II - LOCALIZED SURFACE PITTING GREATER THAN 1/16" DEEP SECTION 09960. BID QUANTITY = 10000 SF.WITH ABRASIVE BLAST ALL SURFACES IN ACCORDANCE WITH TYPE I - UNIFORM SURFACE CORROSION TREATMENT: REMOVE FOLLOWS:, PREPARATION AND COATING OF THE EXISTING TANK AS TYPES OF CORROSION REMEDIATION AS PART OF THE DEMOLITION
3. EXISTING TANK CORROSION; CONTRACTOR TO ALLOW FOR 3
SECTION 09960.SURFACES OF THE COLLECTION TROUGHS PER SPECIFICATION
2. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR SECTION 09960 DURING THE MEDIA REPLACEMENT PROCESS.SURFACES OF THE CLARIFIER/FILTER TANKS PER SPECIFICATION
1. CONTRACTOR TO FULLY RECOAT INTERIOR AND EXTERIOR
3 3
06-02-23 JKN ADDENDUM 3 1
1 1
1
4'-6"
1'-0"
3'-6"
1'-0"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:52:38AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85S02
LASTSAVEDBY:
PROJECT NO. FILE NAME:
STRUCTURAL
8660F10 8660F1085S02.dgn
#
GENERAL NOTES:
KEY NOTES:
AWT CLARIFIER/FILTER
1 85S01
866F1085S02A
B
85S01
C
85S01
SECTIONS AND PHOTO
3/8"=1'-0"
3/8"=1'-0"
8660F1085S9303
8660F1085S9304
1 kjackson
3/8"=1'-0"
8660F1085S9305
D
85S01
COLLECTION TROUGH
3 2 4
1. REFER TO GENERAL NOTES ON 00S01.
TU
KP
57 TYP
(TYP) S304
TYP
(TYP) S304
(TYP)
(TYP)
(TYP)
(TYP)
TROUGH.
4. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF COLLECTION
SECTION 09960.SURFACES OF THE CLARIFIER/FILTER TANKS PER SPECIFICATION
3. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR SECTION 09960.SURFACES OF THE COLLECTION TROUGHS PER SPECIFICATION
2. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR AWT CLARIFIER/FILTER TANK HAS SIX ANCHOR BOLTS.
1. REPAIR AND REPLACE EXISTING ANCHOR BOLTS AS NEEDED. EACH JKN
5'-0"
18'-0"
13'-0"1'-0"
1'-0" 8'-0"
10'-0"
1'-6"
10"
4'-0"
2'-10"
8'-0"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:52:55AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:8660F1091S01.dgn
STRUCTURAL
PLANS
8660F10
91S01
(TYP)
D
A 3/8"=1'-0"
866F1091S100
B 3/8"=1'-0"
866F1091S101
91S02
D
91S02
TYP
S144
#
GENERAL NOTES:
KEY NOTES:
TU
(TYP)
(TYP)
(TYP)
AND PIPE PENETRATION WITH MECHANICAL DRAWINGS.
1. CONTRACTOR SHALL VERIFY SIZE, LOCATION OF PIPE,
1 C
91S02
1'-6"
KP
(TYP)12" DIA OPENING
C
91S02
PAU PUMP STATION
PAU PUMP STATION - FOUNDATION PAU PUMP STATION - TOP
1. FOR GENREAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. obonafoux
58 JKN
SPECIFICATION 05500ACCESS LADDER PER SPECIFICATION 08320. PROVIDE BILCO TYPE J-AL OR SIMILAR, SEE SINGLE LEAF ACCESS HATCH 3'-0".
TYP
S180
TYP
S180
1 06-02-23 JKN ADDENDUM 3 1
1 1
LAP
2'-10"
#5@12"
1'-0"
FINISHED GRADE
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:52:03AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:8660F1091S02.dgn
STRUCTURAL
8660F10
91S02
#
GENERAL NOTES:
KEY NOTES:
1 TOP OF BERM 581.00
TOC 565.00
C
91S01 3/8"=1'-0"
866F1091SS300
D
91S01 3/8"=1'-0"
866F1091SS300
SECTIONS
GRADEFINISHED
TYP
S180
TU
KP
(TYP)
SPLICE
TOC 582.00
TOP OF CURB 583.00
LAP SPLICE(TYP)
PAU PUMP STATION
#6@12" T&B
#6@12" T&B
(TYP)#7@12" EF
INVERT 569.00
T&B H2E#8@12"
1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. obonafoux
59 JKN
2 2
(2) #5 CIRCULAR BAR
TYP
(W/WSTP) S140
(TYP) EF#7@12"
COMPACTION AND MOISTURE CONDITIONED AS PER ASTM D1557.SCARIFIED NATIVE MATERIAL COMPACTED TO 95% RELATIVE AGGREGATE BASE LEVELING COURSE OVER 10 INCHES OF GEOTECHNICAL REPORT. PROVIDE MINIMUM 12 INCHES OF
2. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PENETRATION WITH MECHANICAL DRAWINGS.
1. CONTRACTOR SHALL VERIFY SIZE, LOCATION OF PIPE, AND PIPE H2E#8@12"
REINF EF(2) - #4 SKIN
06-02-23 JKN ADDENDUM 3 1
1 1
1 1
2 '-0"
1'-0"
6"
2'-8"
1'-0"
5'-0"1'-6"1'-0"
1'-0"
2'-0"2'-0"
2'-0"
1'-6"
2'-0"EMBED
2'-0"
9"
6'-0"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:52:03AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:8660F1091S03.dgn
STRUCTURAL
8660F10
91S03
#
GENERAL NOTES:
KEY NOTES:
PLAN AND SECTION
16"-PVC
1/4
TYP
1 BEN MEADOWS, AND FORESTRY SUPPLIERS.STEEL PIPE OR FIBERGLASS. MANUFACTURERS INCLUDE STEVENS, RECOMMENDED MATERIALS INCLUDE PORCELAIN ENAMELED IRON, TO MINIMIZE MOVEMENT DUE TO WIND AND WAVE ACTION. THAT RESIST RUST AND DISCOLORATION, AND STURDY ENOUGH
1. THE STAFF GAUGES SHOULD BE MADE OF A DURABLE MATERIAL(S) SCALE:FILE:
F- SECTION 3/4" = 1'-0"
8660F1000S301
F- 16"-PVC
1 INV 569.03
TU
1 TOE OF EMBANKMENT
AT 3:1 TO MATCH BASIN SLOPEFACE OF STRUCTURE - SLOPE
COUPLINGTRANSITIONFLEXIBLE
TYPSST BATTEN,
316 SSTHSS 4 x 4 x 1/4"
TYPSST BATTEN,
PL 6 x 16 x 1/4"PL 3 x 9 x 1/4"
#5@12 EW
TRASH RACK
APRONFLUSH WITH CONCRETE OUTLET AT ENCASED IN CONCRETE. CUT ELBOW INSTALL 16" DIA 90 DEG PVC ELBOW
FLEXIBLE COUPLING
#5 @ 12" EWEF
EL 570.00BOTTOM OF POND
1 KP
PAU PUMP STATION INLET STRUCTURE
SCALE:FILE:
E
3/4" = 1'-0"
866F1091S102
PLAN
91C08
obonafoux
60 JKN
3 3
4 4
BOLTS, MAXIMUM 18" SPACING AND 6" EMBED.SPACING PER MANUFACTURER. PROVIDE MINIMUM 3/4" DIAMETER
4. STAINLESS STEEL BATTEN ANCHOR BOLTS, EMBEDMENT AND
COMPACTION AND MOISTURE CONDITIONED AS PER ASTM D1557.SCARIFIED NATIVE MATERIAL COMPACTED TO 95% RELATIVE AGGREGATE BASE LEVELING COURSE OVER 10 INCHES OF GEOTECHNICAL REPORT. PROVIDE MINIMUM 12 INCHES OF
3. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PERFORATED SUPPORT SLEEVE.FOUNDATION TO BE USED TO SUPPORT LEVEL TRANSDUCER
2. INTERMEDIATE DEPTH GAUGE TO BE LOCATED AS SHOWN IN C-26.
DIMENSION TO BE DETERMINED AFTER GRATE IS APPROVED.PROFESSIONAL ENGINEER IN STATE OF CALIFORNIA. FINAL CALCULATIONS STAMPED AND SIGNED BY A REGISTERED CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND DESIGNED AND DETAILED FOR A LIVE LOAD OF 100 PSF.
1. CONTRACTOR SHALL PROVIDE STAINLESS STEEL TRASH GRATE 06-02-23 JKN ADDENDUM 3 1
1 1
1
1'-0"
5'-0"1'-0"
2'-0"3'-4"
1'-0"
6"
1'-0"
1'-0"
6'-0"
2'-0"
2'-0"2'-0"
2'-0"
1'-6"
2'-0"EMBED
9"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
PlotDate:12-JUL-202311:51:41AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:8660F1095S01.dgn
STRUCTURAL
8660F10
95S01
GENERAL NOTES:
PLAN AND SECTION
SCALE:FILE:
J- SECTION 3/4" = 1'-0"
8660F1000S302
J- (TYP
)
16"-PVC
16"-PVC
1 1
TU
(TYP)
# KEY NOTES:
BEN MEADOWS, AND FORESTRY SUPPLIERS.STEEL PIPE OR FIBERGLASS. MANUFACTURERS INCLUDE STEVENS, RECOMMENDED MATERIALS INCLUDE PORCELAIN ENAMELED IRON, TO MINIMIZE MOVEMENT DUE TO WIND AND WAVE ACTION. THAT RESIST RUST AND DISCOLORATION, AND STURDY ENOUGH
1. THE STAFF GAUGES SHOULD BE MADE OF A DURABLE MATERIAL(S) 316 SST 1HSS 4 x 4 x 1/4"
AT 3:1 TO MATCH BASIN SLOPEFACE OF STRUCTURE - SLOPE
COUPLINGTRANSITIONFLEXIBLE
TYPSST BATTEN,
TOE OF EMBANKMENT
TYPSST BATTEN,
TRASH RACK
#5@12 EW #5 @ 12" EWEF
1/4
TYP
1 PL 6 x 16 x 1/4"PL 3 x 9 x 1/4"
FLEXIBLE COUPLING
KP
INV 568.46
PAU INLET STRUCTURE
SCALE:FILE:
H
3/4" = 1'-0"
866F1091S103
PLAN
91C07
obonafoux
61 JKN
3 3
BOTTOM OF POND EL 570.78
BOLTS, MAXIMUM 18" SPACING AND 6" EMBED.SPACING PER MANUFACTURER. PROVIDE MINIMUM 3/4" DIAMETER
4. STAINLESS STEEL BATTEN ANCHOR BOLTS, EMBEDMENT AND
COMPACTION AND MOISTURE CONDITIONED AS PER ASTM D1557.SCARIFIED NATIVE MATERIAL COMPACTED TO 95% RELATIVE AGGREGATE BASE LEVELING COURSE OVER 10 INCHES OF GEOTECHNICAL REPORT. PROVIDE MINIMUM 12 INCHES OF
3. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PERFORATED SUPPORT SLEEVE.FOUNDATION TO BE USED TO SUPPORT LEVEL TRANSDUCER
2. INTERMEDIATE DEPTH GAUGE TO BE LOCATED AS SHOWN IN C-26.
DIMENSION TO BE DETERMINED AFTER GRATE IS APPROVED.PROFESSIONAL ENGINEER IN STATE OF CALIFORNIA. FINAL CALCULATIONS STAMPED AND SIGNED BY A REGISTERED CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND DESIGNED AND DETAILED FOR A LIVE LOAD OF 100 PSF.
1. CONTRACTOR SHALL PROVIDE STAINLESS STEEL TRASH GRATE 4 4
06-02-23 JKN ADDENDUM 3 1
1 1
1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:15 AM PROJECT NO. LAST SAVED BY: FILE NAME: JKN JLGKP 99S01 62 STRUCTURAL ELECTRICAL BUILDING FOUNDATION PLAN 8660F1099S01.dwg obonafoux 8660F10 24'-0"
14'-0"ELECTRICAL ROOM
3'-4" 4'-4" 6'-8" 1'-4" B 8660F1001S100 FOUNDATION PLAN 1/2" = 1'-0" 1'-0" (TYP) 1'-0"
(TYP) P99S03 FULLY GROUTED 12" CMU WALL (TYP) TYP CR314 GENERAL NOTES: KEY NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. FOR DOOR SCHEDULES, REFER TO DRAWING 99A01. 3. SEE TYPICAL MASONRY WALL DETAILS ON SHEETS 00TS04, 00TS05, 00TS06 AND 00TS07. SEE TYPICAL DETAIL S410 FOR REINFORCEMENT AT OPENINGS IN MASONRY WALL, S412 FOR TYPICAL REINFORCEMENT AT MASONRY WALL INTERSECTIONS, S430 FOR MASONRY CONTROL JOINTS, S440 FOR ANCHOR BOLTS IN MASONRY WALL, S451 FOR STEEL BEAM TO MASONRY WALL CONNECTION AND S461 FOR METAL DECK TO MASONRY WALL CONNECTIONS. 4. EXTERIOR CONCRETE MASONRY UNITS TO BE FINISHED WITH WATER REPELLANT. 5. COORDINATE LOCATION AND DIMENSIONS OF ALL EQUIPMENT PADS WITH ELECTRICAL AND MECHANICAL DRAWINGS AND EQUIPMENT MANUFACTURER'S ANCHORAGE REQUIREMENTS. 6. COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL EQUIPMENT. # FXE FXE 4 1 2 101 3 3 101-1 101-2 1. 12''x8''x16'' STANDARD CONCRETE MASONRY UNIT. REFER TO SPECIFICATION SECTION 04220. PROVIDE #5@16" EACH WAY EACH FACE REBAR IN FULLY GROUTED CMU WALL. 2. HOLLOW METAL DOOR AND FRAME REFER TO SPECIFICATION SECTION 08110. 3. FIRE EXTINGUISHER PER DETAIL AN400/TYPE. REFER TO SPECIFICATION SECTION 10520. 4. REFERENCE ELECTRICAL DRAWINGS FOR EQUIPMENT REQUIREMENTS. TYP S350 TYP S350 (TYP) 2 MCJ (TYP) 12'-0" (TYP) G99A02 H99A02 E99A02 F99A02 TOC 602.25 TYP ALL AROUND MCJ (TYP) TYP CR314 1'-0" TOC 602.25 1'-4" TYP S412 (4) - #6 TYP AT ALL JAMBS (4) - #5 AT ALL CORNERS TYP S430 11 1 1 1 06-02-23 JKN ADDENDUM 3
Plot Date: 7/12/2023 11:52:08 AM GENERAL NOTES: 1. ROOF LOADING: ROOF DESIGN LIVE LOAD = 20 PSF ROOF DESIGN DEAD LOAD = 20 PSF 2. FOR GENERAL ARCHITECTURAL NOTES, REFER TO DRAWING 98A01. 3. FOR GENERAL STRUCTURAL NOTES SEE DRAWING 00S01. 4. INDICATES METAL DECK SPAN DIRECTION. 5. COORDINATE ROOF OPENING SIZE AND LOCATION AS REQUIRED WITH MECHANICAL EQUIPMENT AND APPROVED HVAC MANUFACTURER. MAXIMUM ROOF OPENING SHALL BE LIMITED TO 12" IN DIAMETER OR WIDTH. PROVIDE ROOF OPENING AS PER DETAIL S720/TYP.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN JLGKP 99S02 63 STRUCTURAL ELECTRICAL BUILDING ROOF FRAMING AND ROOF PLANS8660F1099S02.dwg kjackson 8660F10 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 C 8660F1001S101 ROOF FRAMING 1/2" = 1'-0" 4 EQ SPACES @5'-6" = 22'-0" 1 2 P99S03 TYP AC310 TYP S708 TYP S451 TYP ALL AROUND HPT 615.25 LPT 615.00 3 SLOPE
1/4'' PER FOOT 24 12'-0" CLP99S03 TYP AG225 W/ CAGE TYP AG222 (TYP) 1 1/2" DEEP 18 GAUGE METAL DECK. ALUMINUM COPING OVER PARAPET PER DETAIL AG220/TYP IN ACCORDANCE WITH SPECIFICATION SECTION 07700. TPO MEMBRANE ROOFING SYSTEM OVER PROTECTIVE BOARD AND RIGID INSULATION PER DETAIL AG160/TYP. CRICKET AS RECOMMENDED BY MANUFACTURER. REFERENCE HVAC DRAWINGS FOR EQUIPMENT REQUIREMENTS AND PLACEMENT. FCU SUSPENDED FROM ROOF PER MFR DETAIL. PROVIDE SEISMIC BRACING AS REQUIRED BY STRUCTURAL CALCULATIONS. SECONDARY FRAMING AND ATTACHMENTS ANCHORED TO MEET APPLICABLE BUILDING CODES SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH EXISTING CONDITIONS AND PROVIDE FOR ENGINEERS REVIEW A WATERPROOF AND WEATHERTIGHT CONDUIT PENETRATION SEAL. SEAL SHALL INCLUDE CAULKING AND PLATE AS RECOMMENDED BY MANUFACTURER. SLOPE OF THE ROOF SHALL BE ACHIEVED BY TAPERED RIGID INSULATION. D 8660F1001S102 ROOF1/2" = 1'-0" W 10x30 W 10x30 W 10x30
3 EQ SPACES @ 4'-8" = 14'-0" TYP S451 (TYP) W 10x30 W 10x30 MCJ (TYP) TYP S502 EXTERIOR 12" CMU WALL (TYP) MCJ (TYP) (TYP) 12'-0" 12'-0" W 10x30
W 10x30 TYP S701 # KEY NOTES: 1. 2. 3. 4. 5. 6. 7 7.
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:20 AM GENERAL NOTES: 1. FOR GENERAL ARCHITECTURAL NOTES, REFER TO DRAWING 99A01. 2. FOR GENERAL STRUCTURAL NOTES SEE DRAWING 00S01.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN JLGKP 99S03 64 STRUCTURAL ELECTRICAL BUILDING SECTION8660F1099S03.dwg JGarretty 8660F10 P99S01 1/2" = 1'-0" 86600F1001S300 TOC 602.25 EL 618.50 1. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. PROVIDE MINIMUM 12 INCHES OF AGGREGATE BASE LEVELING COURSE OVER 10 INCHES OF SCARIFIED NATIVE MATERIAL COMPACTED TO 95% RELATIVE COMPACTION AND MOISTURE CONDITIONED AS PER ASTM D1557. 2. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF HOUSEKEEPING PADS. 1 SLOPESTEEL BEAM PER PLAN #6@12" EW T&B TOS 616.25 2 (TYP) TYP AG227 TYP AG225 TYP AG160 12" FULLY GROUTED CMU WALLS AND REINFORCEMENT PER PLAN 2'-4" 99S02 # KEY NOTES: MASONRY WALL OPENING TYP WHERE OCCURS S410 LAP LENGTH 1 1 1 1 1 1 1 06-02-23 JKN ADDENDUM 3
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 $$$$DATE$$$$ $$$$USER$$$$ $$$$PLOT_INFO$$$$ PROJECT NO.
LAST SAVED BY: FILE NAME: JKN NGB KP 99S04 65 STRUCTURAL RECYCLED WATER PUMP STATION PLAN AND SECTIONS 8660F1099S04.dwgJGarretty 8660F10 LAST SAVED BY: PROJECT NO. FILE NAME: GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. REFER TO SHEET 99M02 FOR PUMP DETAILS AND LOCATION. 1. CONTRACTOR TO COORDINATE HEIGHT OF THE CURB WALL WITH PUMP MANUFACTURER. MAX HEIGHT OF THE CURB WALL IS 2'-0". 2. CONTRACTOR TO COORDINATE SIZE OF THE OPENING WITH MECHANICAL. 3. END REBAR WITH STD HOOK. 4. VERIFY DIMENSIONS WITH MANUFACTURER. TYP S180 2 #6@12" EF VERT (TYP) 3 1 #6@12" EF CIRC (TYP) R- PER MFR TYP S130 #5@8" CIRCULAR BARS EF (TYP) #4 STIRRUPS @8" (TYP) 1'-0" PROVIDE TEMPORARY SHORING AS NEEDED AND CLSM BACKFILL 6" COMPACTED ABC PROVIDE TEMPORARY SHORING AS NEEDED AND CLSM BACKFILL 12" COMPACTED ABC 1'-3" 1'-3" 1" EXP JT W/O WSTP TYP S140 (TYP) NATIVE SOIL EL 587.08 S- #6@12" EW T&B 10'-0"
(TYP)
51'-10"
#6@12" EF CIRC (TYP)
#6@12" EF VERT (TYP) 7'-6"
7'-6" 4
5'-6" 6'-4" 4 LP EL 602.33 HP EL 602.60 10'-0" 5'-6" 4'-6" 20'-0" LP EL 602.33 SLOPE SLOPE FG 602.00 TYP S141 # KEY NOTES: #6@12" EW T&B 1'-3" SCARIFY 10" AND COMPACT TO 95% RELATIVE COMPACTION 1 06-02-23 JKN ADDENDUM 3 1 1 R- 1/2"=1'-0" 8660F1001S330 S- 1/2"=1'-0" 8660F1001S330 Q 8660F1001S130 1/4"=1'-0"
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:08 AM GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. SEE DRAWING 99S07 FOR THE TANK DESIGN CRITERIA. 3. THE TANK SHALL BE AN AWWA D110, TYPE I, STRAND WOUND, PRESTRESSED CONCRETE TANK DESIGNED AND CONSTRUCTED BY QUALIFIED TANK CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION 13207. 4. DRAWINGS SHOW THE GENERAL ARRANGEMENT FOR AWWA D110, TYPE I TANK. DETAILED
ASPECTS OF THE TANK, INCLUDING SHOTCRETE
WATERSTOPS, BEARING PADS, REINFORCING
STEEL, PRESTRESSING CONNECTIONS, SEISMICCABLES, JOINTS, ETC. ARE NOT SHOWN. 5. ALL STAINLESS STEEL SHALL BE A MINIMUM OF 316/316L FOR WELDING FABRICATIONS UNLESS NOTED OTHERWISE. 6. FOR WATERSTOP SEE DETAILS S106/TYP AND S107/TYP. WATERSTOP SHALL BE CONTINUOUS WITH CLOSED LOOP ALL AROUND JOINTS. 7. FOR CONSTRUCTION JOINT SEE DETAIL S110/TYP. 8. COORDINATE ALL PIPE PENETRATIONS WITH DETAILED DESIGN FOR THE PRESTRESSED CONCRETE TANK. 9. SEE SHEET 99C19 FOR CONTINUATION OF YARD PIPING. 10. FINAL COORDINATES FOR THE ACCESS HATCHES TO BE COORDINATED WITH TANK DESIGN AND APPROVED BY THE OWNER. 11. FINAL TANK DESIGN TO BE DETERMINED BY THE TANK DESIGNER. 12. FOR BIDDING PURPOSES, NOT FOR CONSTRUCTION. 13. SOIL ANCHOR SYSTEM TO BE DESIGNED BY TANK CONTRACTOR PER SPECIFICATION SECTION 13207.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S05 66 STRUCTURAL STORAGE TANK FOUNDATION PLAN8660F1099S05.dwg obonafoux 8660F10 T 8660F1001S110 FOUNDATION 1/8" = 1'-0" 8'-0" 2'-0"
5° 5° 5° 10° RIDGE LINE OF QUADRANT BOUNDARY BELOW (TYP) SEE CIVIL DRAWINGS FOR COORDINATE POINT INTERIOR SST LADDER W/ FALL PROTECTION SYSTEM EXTERIOR ALUM LADDER SWALE LINE (TYP ALL AROUND) 16" PW 16" RW TANK INLET TANK OUTLET W99S07 X99S07 X99S07 V99S07 R47'-6" 24"x2'-6" SPOOL PIECE CENTERED IN WALL WITH (2) 24" BLIND FLG, MATCH CL OF OVERFLOW TO BOOSTER PUMP STATION SEE DWG 99C19 FOR CONTINUATION 4" RW FROM DISTRIBUTION SYSTEM SEE DWG 99C19 FOR CONTINUATION 16" OF WASHDOWN RISER 24"x2'-6" SPOOL PIECE CENTERED IN WALL WITH (2) 24" BLIND FLG, MATCH CL OF OVERFLOW 51° 5.73° 33.27° 15° 15° 45° TANK INLET FLOW FLOW Y99S08 WATER SAMPLING STATION PRESSURE TRANSMITTER CONNECTIONS FUTURE CHLORINATOR CONNECTION 16" OF 5 99S08 CAST-IN-PLACE TYPE I CONCRETE COREWALL PER AWWA D110 TANK FOOTING COLS AS AS REQUIRED REQUIRED AS REQUIRED NOT ALL SOIL ANCHORS SHOWN FOR CLAIRITY 1 06-02-23 JKN ADDENDUM 3 1 1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:16 AM GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. SEE DRAWING 99S07 FOR THE TANK DESIGN CRITERIA. 3. THE TANK SHALL BE AN AWWA D110, TYPE I, STRAND WOUND, PRESTRESSED CONCRETE TANK DESIGNED AND CONSTRUCTED BY QUALIFIED TANK CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION 13207. 4. DRAWINGS SHOW THE GENERAL ARRANGEMENT FOR AWWA D110, TYPE I TANK. DETAILED
ASPECTS OF THE TANK, INCLUDING SHOTCRETE
WATERSTOPS, BEARING PADS, REINFORCING
STEEL, PRESTRESSING CONNECTIONS, SEISMICCABLES, JOINTS, ETC. ARE NOT SHOWN. 5. ALL STAINLESS STEEL SHALL BE A MINIMUM OF 316/316L FOR WELDING FABRICATIONS UNLESS NOTED OTHERWISE. 6. FOR WATERSTOP SEE DETAILS S106/TYP AND S107/TYP. WATERSTOP SHALL BE CONTINUOUS WITH CLOSED LOOP ALL AROUND JOINTS. 7. FOR CONSTRUCTION JOINT SEE DETAIL S110/TYP. 8. FINAL TANK DESIGN TO BE DETERMINED BY THE TANK DESIGNER. 9. FOR BIDDING PURPOSES, NOT FOR CONSTRUCTION.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S06 67 STRUCTURAL STORAGE TANK ROOF PLAN8660F1099S06.dwg Alaico 8660F10 U 8660F1001S110 ROOF1/8" = 1'-0" ALUM ROOF VENT 4'x8' DOUBLE LEAF ALUM ACCESS HATCH EXTERIOR ALUM LADDER W/ "SAF-T-CLIMB" LADDER SYSTEM & CLIMBING DEVICE OR EQUAL PROVIDE HORIZONTAL LIFELINE FALL PROTECTION SYSTEM W/ CABLE & ANCHOR POINTS AS REQD, SEE NOTE 5 (TYP) ROOF DRAIN SCUPPER W/ GALV STEEL PIPE (TYP 10 PLACES EQUALLY SPACED) W99S07 V99S07 TANK WALL ROOF SLAB CONCRETE DOME 1 06-02-23 JKN ADDENDUM 3 1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:24 AM GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. SEE ADDITIONAL NOTES ON SHEET 99S05. 3. THE TANK DESIGN SHALL, AS A MINIMUM, MEET THE FOLLOWING STRUCTURAL DESIGN CRITERIA PER 2019 CALIFORNIA BUILDING CODE. SEE SPECIFICATION 13027 FOR ADDITIONAL DESIGN CRITERIA FOR THE TANK DESIGN. a. ROOF LIVE LOAD: 40PSF (NON-REDUCIBLE) WITH A 300 LBS CONCENTRATED LOAD. b. WIND DESIGN DATA: i. ULTIMATE DESIGN WIND SPEED, Vult (3-SEC GUST): 104 MPH ii. EXPOSURE: C c. EARTHQUAKE DESIGN DATA (ASCE 7-16): i. RISK CATEGORY: IV ii. SEISMIC IMPORTANCE FACTOR, Ie: 1.50 iii. DESIGN SPECTRAL RESPONSE ACCELERATION, SDS*: 1.48g iv. DESIGN SPECTRAL RESPONSE ACCELERATION, SD1*: 1.58g v. SEISMIC DESIGN CATEGORY: D vi. RESPONSE MODIFICATION FACTOR, R: 3.25 (ANCHORED FLEXIBLE-BASE TANK)
vii. LONG-PERIOD TRANSITION PERIOD, TL: 8 SECONDS * SITE-SPECIFIC GROUND MOTION HAZARD ANALYSIS PER ASCE 7-16 CH 21.2 METHOD 1. d. GEOTECHNICAL DESIGN DATA: i. ALLOWABLE GROSS BEARING PRESSURE 1. CENTER 2000 PSF 2. PERIMETER 4000 PSF 4. INSPECTION OF REBAR BY ENGINEER REQUIRED PRIOR TO PLACEMENT OF CONCRETE FOR PIPE ENCASEMENT (VERIFY MINIMUM CONCRETE COVER AT TANK CONNECTION). 5. FOR WATERSTOP SEE DETAILS S106/TYP & S107/TYP. WATERSTOP SHALL BE CONTINUOUS WITH CLOSED LOOP ALL AROUND JOINTS. 6. CONTRACTOR TO PROVIDE SHORING FOR ALL EARTHWORK WHERE APPLICABLE . 7. FINAL TANK DESIGN TO BE DETERMINED BY THE TANK DESIGNER. 8. FOR BIDDING PURPOSES, NOT FOR CONSTRUCTION. 9. SOIL ANCHOR SYSTEM NOT SHOWN. TO BE DESIGNED BY TANK CONTRACTOR PER SPECIFICATION SECTION 13207.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S07 68 STRUCTURAL STORAGE TANK SECTIONS AND DETAILS8660F1099S07.dwg obonafoux 8660F10 115'-0" (INSIDE DIAMETER) TOW 633.00 TOC 632.25 SPRING LINE 629.75 V99S05 1/8" = 1'-0" 8660F1001S310 16" RW OUTLET 16" RW INLET 3- 3/8" = 1'-0" 8660F1001S310 4- 1/2" = 1'-0" 8660F1001S310 X99S05 3/8" = 1'-0" 8660F1001S310 TANK OUTLET PIPE W99S05 1/8" = 1'-0" 8660F1001S310 1% SLOPE 3- 3- 4- 1 4 1% SLOPE 1% SLOPE BEGIN SLOPE TO SWALE 2'-0" 10'-0" BEGIN SLOPE TO SWALE 2'-0" FINISH GRADE, SEE CIVIL DWGS 2'-0" MIN 16" W 2% SLOPE MAX OPERATION WATER EL 622.00 SPRING LINE HPT 595.50 LPT 595.00 (SWALE LINE ALL AROUND) TOC 595.08 (ALL AROUND) TOC 595.08 CONCRETE WALL FOOTING AND SLAB CONCRETE WALL FOOTING AND SLAB CONCRETE WALL ASSEMBLY ABC LEVELING COURSE OVER COMPACTED EARTH SUBGRADE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 ABC LEVELING COURSE OVER COMPACTED EARTH SUBGRADE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 10" OF SCARIFIED NATIVE MATERIAL COMPACTED TO 95% RELATIVE COMPACTION AND MOISTURE CONDITIONED NATIVE SUBGRADE CONCRETE WALL ASSEMBLY ANGLE POINT PER OSHA WHERE SHORING IS USED (TYP) SAFE CONSTRUCTION SLOPE (TYP) STRUCTURAL BACKFILL UNLESS OTHERWISE SPECIFIED COMPACT TO 95% RELATIVE COMPACTION (8) #6 CONTINUOUS REINFORCMENT CONCRETE WALL FOOTING AND SLAB EXTERIOR ALUMINUM LADDER WITH "SAF-T-CLIMB" LADDER SYSTEM AND CLIMBING DEVICE OR EQUAL ALUMINUM ANTI-CLIMB DOOR INTERIOR LADDER WITH "SAF-T-CLIMB" DEVICE PROVIDED REMOVABLE TOP EXTENSION SECTION ALUMINUM GUARDRAIL 4'x8' DOUBLE LEAF ALUMINUM ACCESS HATCH 30-MIL MEMBRANE LINER 6-MIL POLYETHYLENE SHEETING AT CONTRACTOR OPTION 1 4 TYP MP140 SAFE CONSTRUCTION SLOPE (TYP) EXTEND CONCRETE WALL FOOTING AS REQUIRED STRUCTURAL BACKFILL UNLESS OTHERWISE SPECIFIED COMPACT TO 95% RELATIVE COMPACTION ENCASEMENT REINFORCING STEEL MUST BE INSTALLED 2" MINIMUM FROM ANY PORTION OF PIPE WATERSTOP ANCHORED FLEXIBLE-BASE CONNECTION 6 99S08 5 99S08 2% SLOPE 99S06WATERSTOP (TYP) WATERSTOP ANCHORED FLEXIBLE BASE CONNECTION TOC 641.50 1 06-02-23 JKN ADDENDUM 3 1 1 1 1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:20 AM PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S08 69 STRUCTURAL STORAGE TANK SECTION AND DETAILS 8660F1099S08.dwg obonafoux 8660F10 TYP MP080 TYP MP310 3'-0" 4" FLG TEE W/ (2) 4" BLIND FLANGES, TAPPED 1 12" IPT, (2) 1 12" BRASS NIPPLES, (2) 1 12" HOSE VALVES W/ HANDWHEEL OPERATOR AND CAP AND CHAIN TYPE 304 SST BAFFLE 1/4" PLATE NOTCH TO FIT INSIDE PIPE SCALE: FILE: 5 DETAIL 99S07 3/8" = 1'-0" 8660F1000S310 TANK INLET SCALE: FILE: 6 DETAIL 99S07 3/8" = 1'-0" 8660F1000S310 TANK OUTLET SCALE: FILE: Y SECTION 99S08 3/8" = 1'-0" 8660F1000S310 TANK OVERFLOW SCALE: FILE: 7 DETAIL 99S05 3/8" = 1'-0" 8660F1000S310 TANK WASHDOWN RISER SCALE: FILE: 8 DETAIL - 3/4" = 1'-0" 8660F1000S310 ANTI-VORTEX TOP OF INFLUENT 597.58± 16" FLARE FG 600.0± TOC 595.08 3'-0" 10'-0" MIN CL 591.00 FLOW TYP MP140 10'-0" MIN 3'-0" TOC 595.08 FG 600.0± FLOW 16" LR 90° ELBOW CL 591.00 SPOOL PIECE PIPE FLOOR PENETRATION FLUSH TO FLOOR 8- 16" RW TYP MP310 TYP MP140 16" RW TOP OF OVERFLOW 622.00 16" FLARE 6'-0" MAX TYP MP250 (TYP) 16" OF1'-0" (TYP) CL 604.00 FG 600.0± INV 597.00 TYP CS202 36"x36" CATCH BASIN 3'-4" 16" DUCKBILL CHECK VALVE 4" RW CL 599.00 CL 591.00 TYP MP140 16" RW PLAN SECTION 16" RW TYPE 304 SST BAFFLE 1/4" PLATE 16" OF SEE DWG C01 FOR PIPE CONTINUATION SEE DWG 99C19 FOR PIPE CONTINUATION SEE DWG 99C19 FOR PIPE CONTINUATION 1 06-02-23 JKN ADDENDUM 3 1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF BIDDING UNDER THE AUTHORITY OF BRIAN W. AVON, APRIL 2023, CA PE NO. 76832. IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. THIS DRAWING IS FOR BID PURPOSES ONLY. NOT FOR CONSTRUCTION. CONSTRUCTION DRAWINGS WILL BE PROVIDED AS A DESIGN CHANGE DURING CONSTRUCTION. CONFORMED DOCUMENTS Plot Date: 7/13/2023 5:34:10 AM GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. BRIDGE STRUCTURAL DESIGN CRITERIA. DESIGN LIVE LOADS: A. H-20 LIVE LOAD 3. CONTRACTORS OPTION TO PROVIDE BAR END TERMINATOR RATHER THAN STANDARD HOOK. 4. PROVIDE SPIRALS WITH YIELD STRENGTH OF 80,000 PSI (ASTM615 GR 80). 5. IF LAPS ARE REQUIRED FOR SPIRALS, LAP AND TIE IN ACCORDANCE WITH ACI 318 REQUIREMENTS AND AS APPROVED BY THE ENGINEER. 6. FOR CONCRETE CLASS, SEE SPECIFICATION SECITON 03300. 7. PRIOR TO DRILLING OF PIERS, ALL KNOWN UTILITIES SHALL BE EXPOSED.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S09 70 STRUCTURAL BRIDGE PLAN AND SECTION8660F1099S09.dwg obonafoux 8660F10 A 8660F1001S120 3/8" = 1'-0" NEW PREFAB RAILCAR BRIDGE AND ANCHORAGE BY CONTRACTOR EXIST BRIDGE FND (TYP) 1 99S02 B- 3/8" = 1' - 0" 8660F1001S320 9'-4"
(TYP)
3'-4"
(TYP) 3'-0" (TYP) 6'-0" (TYP) B1'-0"
(TYP) FIN GR 645.00 MINIMUM BEARING SEAT WIDTH = 20 INCHES. CONTRACTOR TO VERIFY DIMENSION. PRE-MANUFACTURED 12' WIDE STEEL RAILCAR BRIDGE WITH 3" MINIMUM ASPHALT CONCRETE TOPPING AND A CROSS SLOPE OF 2% MAXIMUM. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, CALCULATIONS AND DETAILS STAMPED AND SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. CONTRACTOR SHALL PROVIDE MINIMUM 3'-6" TALL GUARD RAIL, SHOP DRAWINGS, CALCULATIONS AND DETAILS STAMPED AND SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. 1'-0" (TYP) C99S02 2 10'-0" 10'-0" 1 99S02 2 3'-0" (TYP) 12" PIPE PER CIVIL DRAWING 99C14 90'-0" 4'-0" (TYP MAX) D99S02 1'-6" (MAX) 1'-6" (MAX) 4 3 5'-0" 1'-0" 4'-0" TYP MP100 TYP P602 12" DI 90 DEG ELBOW FLxMJ 4'-0" DI SPOOL FLxFL TYP MP898 12" GV FLxFL 12" FLEX TEND FORCE BALANCED EXPANSION JOINT (BY OTHERS) FLxFL 1'-0" DI SPOOL FLxFL 1'-0" 5'-0" 4'-0" TYP P602 TYP MP100 TYP MP898 4'-0" DI SPOOL FLxFL 12" DI 90 DEG ELBOW FLxMJ 12" FLEX TEND FORCE BALANCED EXPANSION JOINT (BY OTHERS) FLxFL 1'-0" DI SPOOL FLxFL 12" GV FLxFL # KEY NOTES: 1. 2. 3. 4.
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 JITESH K. RE NALAGOTLA SEALED BY ORIGINAL ** CA PE NO. 86094 Plot Date: 7/12/2023 11:52:25 AM GENERAL NOTES: 1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. 2. CONTRACTORS OPTION TO PROVIDE BAR END TERMINATOR RATHER THAN STANDARD HOOK. 3. PROVIDE SPIRALS WITH YIELD STRENGTH OF 80,000 PSI (ASTM615 GR 80) 4. IF LAPS ARE REQUIRED FOR SPIRALS, LAP AND TIE IN ACCORDANCE WITH ACI 318 REQUIREMENTS AND AS APPROVED BY THE ENGINEER. 5. FOR CONCRETE CLASS, SEE SPECIFICATION SECTION 03300. 6. PRIOR TO DRILLING OF PIERS, ALL KNOWN UTILITIES SHALL BE EXPOSED. 7. ALL PILES SHALL BE CAST-IN-PLACE DRILLED HOLE CONCRETE PILES OR AUGURED PRESSURE-GROUTED PILES. SEE SPECIFICATION SECTIONS 2467A AND 2466B FOR ADDITIONAL INFORMATION. CONDUCT PIER LOAD TESTING PER SPECIFICATION SECTION 2460. 8. FOR REBAR CAGES THAT ARE REDUCED IN LENGTH ON SITE PER NEW PIER LENGTHS, ENSURE THAT THE SPIRAL IS TERMINATED WITH (2) EXTRA TURNS AND A 135 DEGREE HOOK BEND INTO THE CONCRETE CORE AT ENDS.
PROJECT NO. LAST SAVED BY: FILE NAME: JKN NGB KP 99S10 71 STRUCTURAL BRIDGE SECTIONS AND DETAILS8660F1099S10.dwg JGarretty 8660F10 CS01 3/4" = 1' - 0" 8660F1001S320 E- 3/4" = 1' - 0" 8660F1001S320 3'-0" TIES SEE SCHEDULE 3" MIN CLR FOR REINFORCEMENT SEE DRILLED PIER SCHEDULE ON THIS SHEET 1. TIES ENDS SHALL TERMINATE WITH 135 DEGREE MINIMUM STANDARD HOOKS AND ENGAGE A LONGITUDINAL BAR WITH 6" MINIMUM OVERLAP. ENDS OF ADJACENT CIRCULAR TIES SHALL BE STAGGERED AROUND THE PERIMETER ENCLOSING THE LONGITUDINAL BAR. 2. BRIDGE BEARING PLATE AND ANCHOR BOLTS PER MANUFACTURER. PROVIDE SLOTTED HOLES TO ALLOW LONGITUDINAL MOVEMENT (TYP). 3. PROVIDE 3/8" THICK OVERSIZED STEEL PLATE WELDED TO BRIDGE BEAM AND W8X ON ALL SIDES WITH A 1/4" THICK FILLET WELD IF REQUIRED FOR FULL BEARING AND CONNECTION OF W8X. 4. EXTEND SPIRALS 12 INCHES INTO PIER CAP. 1 #5@8" EW EF (TYP) DRILLED PIER SCHEDULE LABEL DIAMETER (FT) PIER LENGTH (FT) VERTICAL REINFORCEMENT TIES OR SPIRAL P1 3'-0" 45'-0" (16) #10 BUNDLED SPIRAL (2) #5@6" 6" MIN 1- 3/4" = 1' - 0" 8660F1001S320 E- PREFAB RAIL CAR BRIDGE AND ANCHORAGE BY CONTRACTOR (8) #6@8" T&B (TYP) 2 FIN GR 645.00 FIN GR 637.00 EL 635.00 EL 632.17 EL 635.00 EL 632.17 PIER P1 (TYP) PIER P1 (TYP) DS01 3/4" = 1' - 0" 8660F1001S320 W8x18 L3x3x3/8 W8x18 PREFAB RAIL CAR BY CONTRACTOR 1" NEOPRENE PAD PIPE STRAP 12" PIPE PER CIVIL DRAWING 99C14 3/8" GUSSET CUT TO FIT (TYP) 3/4" DIA A325-N BOLTS IN STD HOLE (TYP) 2'-3" MAX 1/4" 1/4" 1/4" #6@8" T&B #6@8" T&B#6@8" T&B CONTRACTOR TO MATCH EXISTING GRADE. REPLACE EXISTING PATH TO MATCH BRIDGE ELEVATION (TYP) 1" TYP 1" TYP 3 2" 2" 3" # KEY NOTES:
3" MIN
4" MAX 4 1/4" TYP 1 1 06-02-23 JKN ADDENDUM 3
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:18:27PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 00M01
LASTSAVEDBY:
PROJECT NO. FILE NAME:8660F1000M01.dgn
MECHANICAL
8660F10
CECE
V
V
K
SILENT CHECK VALVEECCENTRIC PLUG VALVEMUD VALVE (PLAN VIEW) ELBOW, 11.25 DEGREE
ELBOW, 22.5 DEGREE
SWING CHECK VALVE
FLEXIBLE COUPLING ADAPTERDISMANTLING JOINT
WAFER CHECK VALVE
GLOBE VALVE
ANCHORCAP
CROSS
LATERAL
TEE
UNION
FLANGED COUPLING ADAPTER
GROOVED END ADAPTER
FLANGED COUPLING ADAPTER
FLEXIBLE COUPLING
EXPANSION COMPENSATOR
ELBOW, 90 DEGREE
LUBRICATED PLUGBALL CHECK VALVE
KNIFE GATE VALVE
MIXING VALVE
DUAL CHECK VALVEDIAPHRAGM VALVE
FLANGE
ELBOW, 45 DEGREE
EXP JOINT
PINCH VALVE
PLUG VALVE
(RUBBER GASKET)
FLANGED JOINT
ADAPTER SIDETHRUST TIES
WITH THRUST TIESWELDED JOINT
CONTROL VALVEGATE VALVEBALL VALVECHARACTERIZED BALLBUTTERFLY VALVE
TEE DOWNMETAL BELLOWS EXP JOINT
FLEXIBLE COUPLING WITH
ELASTOMER BELLOWS
HUB & SPIGOT JOINT
GROOVED END JOINT
CONCENTRIC REDUCER
ELBOW DOWNELBOW UPTEE UP
LATERAL DOWNLATERAL UP
VALVE
(RESTRAINED)PUSH-ON JOINT
3-WAY GLOBE TYPE
NEEDLE VALVE
PREVENTER
CHECK BACKFLOW
MS
X
M
PUMP: ROTARYPUMP: METERINGCAVITYPUMP: CENTRIFUGALPUMP: PLUNGER
VENTURI TUBE
STRAINER: WYE TYPE
STRAINER: WYE TYPE
WITH BLOWOFF
WEIR
SLUICE GATE
PUMP: DIAPHRAGM
VALVE: TELESCOPINGVALVE: PLUG ECCENTRICVALVE: SWING CHECKVALVE: AIR RELIEFVALVE: ANGLEPRESSURE-REDUCING REGULATOR PULSATION DAMPENERPRIMARY FLOW ELEMENT:PUMP: RECIPROCATINGPUMP: PROGRESSIVE X = U - ULTRASONICX = TH - THERMALX = R - ROTAMETERX = M - MAGNETICX = C - CORIOLISPRIMARY FLOW ELEMENT:
PUMP: SUBMERSIBLE
PUMP: SCREW
FLUME
PRIMARY FLOW ELEMENT: ORIFICE PLATEX = PT - PITOT TUBE
ROTARY CHEMICALRUPTURE DISK
SLIDE GATE
SAMPLE PORT
SIGHT GLASS
FEEDER
PRIMARY FLOW ELEMENT:X = T - TURBINEX = P - PROPELLER
PRIMARY FLOW ELEMENT:
X = D - DENSITY
VALVE: CONEVALVE: GATE
FLOW SWITCHFIRE HYDRANT
RADARPRIMARY LEVEL ELEMENT:
THERMOMETERW/ EXTERNAL PRESSURE TAPREGULATOR W/EXTERNALBACKPRESSURE REGULATORVALVE: THREE WAYBACKPRESSURE REGULATOR PUMP: PERISTALTIC TUBE METERING
VALVE: THREE WAYVALVE: THREE WAYMOTOR OPERATEDSELF-CONTAINEDAIR OPERATEDSOLENOID OPERATEDVALVE: BUTTERFLYVALVE: BALL CHECKVALVE: BALLVALVE: PLUG CONCENTRICVALVE: PRESSURE RELIEFVALVE: VACUUMPRESSURE TAPPRESSURE-REDUCINGPRESSURE-REDUCINGVALVE: PINCHVALVE: NEEDLEREGULATOR: SELF-CONTAINEDVALVE: FLAPPER CHECKVALVE: DIAPHRAGMVALVE: FOUR WAYVALVE: GLOBEVALVE: HOSE DIFFUSERAIR VENTOR FLUSHINGRECIPROCATINGDRAINBLOWERQUICK DISCONNECTPRIMARY LEVEL ELEMENT:HIGH PRESSURE AIRBATCHMETERAIR OR CHEMICALCOMPRESSOR:ELECTRIC MOTOREXPANSION JOINT,EQUIPMENT DRAIN PUMP: VERTICAL LIFT
PIPE REDUCER: CONCENTRIC
FLEXIBLE VIBRATIONCOMPRESSOR/TURBINECALIBRATION COLUMNDIAPHRAGM SEALJOINTEJECTOR OR EDUCTORFLAME ARRESTERFLOOR DRAINFLAME ARRESTER WITHPRESSURETHERMALLY OPERATED VALVEFAN: EXHAUST/SUPPLYFILTERWEIRFLOAT SWITCH ULTRASONICPRIMARY LEVEL ELEMENT:
PRIMARY LEVEL ELEMENT:OIL OR MOISTURE TRAPGAUGE: PRESSUREGAUGE: DIFFERENTIALMIXERPRIMARY LEVEL ELEMENT:BUBBLER
BASKET STRAINER
PRIMARY LEVEL ELEMENT:ELECTRODEPRIMARY LEVEL ELEMENT:FLUID
DOUBLE LINE SINGLE LINE DESCRIPTION DOUBLE LINE SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION
PROCESS LINE SYMBOLS
LINE SYMBOLS
CONTINUATION TO DWG NO.CONTINUATION FROM DWG NO.
UNIQUE IDENTIFIER
CHEMICAL INJECTION POINT
CONTINUATION TAG
PIPE ABOVE OR BELOW GROUND
DEMO
EXISTING
FUTURE
OR STRUCTURE
PIPE UNDERNEATH SLAB PRIMARY PROCESS FLOW IN CHANNEL
SECONDARY PROCESS FLOW IN CHANNEL
PRIMARY PROCESS FLOW IN PIPE
SECONDARY PROCESS FLOW IN PIPE
PIPE DESIGNATOR
EQUIPMENT / VALVE TAG
PIPE SIZE FLOW STREAM
PIPE MATERIAL CHANGE
M
XXX-XX-XXXX
X" XXX
C
B
A
DWG NO.
CHEMICAL
(FOT. FOB)
ECCENTRIC REDUCER
(FOT, FOB)
PIPE REDUCER: ECCENTRIC
VALVE: THREE WAY
PIPING SYMBOLS MECHANICAL SYMBOLS IDENTIFICATION SYMBOLS
INVERTED COLUMN
eparker
GENERAL MECHANICAL SYMBOLS
JD
72
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 MATTHEW C. KALLEVANT SEALED BY ORIGINAL ** CA PE NO. 84405 HUMIDISTAT THERMOSTAT 60" ABOVE FINISH FLOOR ROOF VENT OR ROOF FAN UNIT HEATER (HORIZONTAL TYPE) INLINE/AXIAL FAN ROOF/SIDEWALL FAN CENTRIFUGAL FAN DIRECT EXPANSION COIL COOLING COIL CONTROL PANEL SOLENOID VALVE GAS HEATER ELECTRIC HEATER FILTER MOTOR OPERATED VALVE UNIT HEATER (VERTICAL TYPE) TURNING VANES FLEXIBLE DUCT ACCESS DOOR FLEXIBLE CONNECTION SIDE MOUNT DEVICE ROUND DUCT DIRECTION OF FLOW TO SPACE FROM SPACE 20x12 16 DIA 20x12 16x8 AD AD R20x12 20x12 12 DIA OR 12"Ø 12x20 MOTORIZED BACKDRAFT BALANCING NOTE: THIS IS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS. OR FD DAMPERS SUPPLY RETURN EXHAUST MM FIRE W/ ACCESS DOOR DUCT SMOKE DETECTOR 1. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED. ALL FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE TYPICAL STRUCTURAL DRAWINGS. 2. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF COPPER PIPE TO OTHER TYPES OF METALLIC PIPING. 3. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS AND FITTINGS ETC. REQUIRED FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN APPROXIMATELY TO SCALE BUT NOT EVERY FITTING AND OFFSET IS SHOWN. THE CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL HVAC SYSTEMS TO PROVIDE THE COMPLETE SYSTEM. 4. UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE AS SHOWN ON THE TYPICAL DETAILS. 5. NOT ALL AND ONLY CERTAIN TYPES OF SUPPORTS ARE SHOWN ON THE HVAC DRAWINGS. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED. 6. THIS IS A GENERAL LIST OF SYMBOLS. NOT ALL ITEMS SHOWN HERE APPEAR ON CONTRACT DRAWINGS. 7. TYPICAL DETAILS SHALL BE USED FOR ALL PERMANENT WORK EVEN THOUGH THEY ARE NOT CALLED OUT AT ALL LOCATIONS WHERE THEY APPLY. 8. COORDINATE FINAL LOUVER SIZE AND LOCATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 9. PROVIDE TURNING VANES IN ALL ELBOWS. (SHOWN OR NOT) DUCT SECTION, NEGATIVE PRESS FIRST NUMBER IS TOP DUCT SECTION, POSITIVE PRESS FIRST NUMBER IS TOP ELEVATION CHANGE (R) RISE, (D) DROP DUCT SIZE- FIRST NUMBER IS SIDE SHOWN A/C OR HEAT PUMP COMPRESSOR TRANSFER GRILLE SUPPLY DIFFUSER OR GRILLE ARROWS INDICATE FLOW DIRECTION RETURN DIFFUSER OR GRILLE ARROWS INDICATE FLOW DIRECTION EXHAUST DIFFUSER OR GRILLE ARROWS INDICATE FLOW DIRECTION BOTTOM MOUNT DEVICE REGISTER, GRILLE, DIFFUSER OR DUCT TAKEOFF RECTANGULAR TO RECTANGULAR TRANSITION RECTANGULAR TO ROUND TRANSITION POSITIVE PRESSURE DUCT - ELBOW TURNED UP (USE ONE DIAGONAL FOR NEGATIVE PRESSURE) POSITIVE PRESSURE DUCT - ELBOW TURNED DOWN (USE ONE DIAGONAL FOR NEGATIVE PRESSURE) SMOKE DETECTOR CONFIRM ORIENTATION OF INSTALLATION SMOKE CONFIRM ORIENTATION OF INSTALLATION COMBINATION SMOKE AND FIRE CONFIRM ORIENTATION OF INSTALLATION TSMH TYPE OF REGISTER SIDEWALL-ADJUSTABLE; CFM FLOW PATTERN; BOOT (IF REQ'D) NECK SIZE C-CORNER (AS DESCRIBED IN OR GRILLE 400/4 SR-1(B)/12x12 SPECIFICATIONS) LEGEND FOR REGISTERS & GRILLES PRESSURE DIFFERENTIAL SWITCH PD AIR FLOW SWITCH AFS C C D X DUCT UP THRU ROOF OR FLOOR ABBREVIATIONS BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT AFF ABOVE FINISHED FLOOR BD BALANCING DAMPER AT CHDG DOOR GRILLE EA EXHAUST AIR FA FOUL AIR MDRA RETURN AIR RR RETURN REGISTER OR GRILLE SA SUPPLY AIR SDSFD SR SMOKE DAMPER OR SMOKE DETECTOR SMOKE & FIRE DAMPER COMBINATION SUPPLY REGISTER, GRILLE OR DIFFUSER AFS AIR FLOW SWITCH AHU AIR HANDLING UNIT BLR BOILER EF EXHAUST FAN EUH ELECTRIC UNIT HEATER NCNO NORMALLY CLOSED NORMALLY OPEN MAU MAKEUP AIR UNIT MOTORIZED DAMPER OA OUTSIDE AIR PPU POSITIVE PRESSURIZATION UNIT WUH WATER UNIT HEATER AC AIR CONDITIONING CO CARBON MONOXIDE DETECTOR CHILLER CTCSCU COOLING TOWER CURRENT SENSOR CONDENSING UNIT DP DIFFERENTIAL PRESSURE ECU EVAPORATIVE COOLING UNIT FD FIRE DAMPER FCU FAN COIL UNIT GUH GAS UNIT HEATER HP HEAT PUMP OCF ODOR CONTROL FAN SF SUPPLY FAN VAV VARIABLE AIR VOLUME LOUVER/BRICK VENT - OPERABLE LOUVER/BRICK VENT - FIXED DUCT DOWN DUCT UP CURRENT SENSOR CS XX" INSULATION (INSIDE) XX" INSULATION (OUTSIDE) DUCT INSULATION (INSIDE) OR (OUTSIDE) SIZE VARIES @ DABCEFMPRSNOWGHV NOTES DUCTWORK SYMBOLS EQUIPMENT SYMBOLS REGISTERS, GRILLES & LOUVERS SYMBOLS FEATURE SYMBOL FEATURE SYMBOL FEATURE SYMBOL PROJECT NO. LAST SAVED BY: FILE NAME: CECEJD 00M02 73 MECHANICAL GENERAL HVAC NOTES, ABBREVIATIONS, AND SYMBOLS8660F1000M02.dwg JGarretty 8660F10 Plot Date: 7/12/2023 12:19:06 PM
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:19:17PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 60M01
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
AL
MECHANICAL
PLANS AND SECTION
8660F10 8660F1060M01.dgn
#
GENERAL NOTES:
KEY NOTES:
A
B- 1/4" = 1'-0"
1/4" = 1'-0"
8660F1060M9101
8660F1060M9301
B- EX-24" FE
EX-24" FE
24" BFV
EX-12" FE
DRAIN RISER
EX-42" FE
FACILITY
CHLORINATION
FROM
EX-24" FE
EX-42" FE
EX-42" FE
EX-24" FE
EYY
DECHLORINATION STRUCTURE
M
M
STRCTURE
DECHLORINATION
24" BFV
24" BFV
EX-2" SO2
1 2
1 2
# KEY TAGS:
1. FCV-60100 DCL STRUCTURE VALVE 1
AE-60101
2. FCV-60102 DCL STRUCTURE VALVE 23.
C- 3
C
NOT TO SCALE
PUMP STATION
CAROUSEL
TO
2 RIVER
RUSSIAN
TO
2 3
9 CHLORINE ANALYZER 4
PUMP 5SAMPLEFROM
PUMP 4SAMPLEFROM
5 6
8 7
SCHEMATIC
8660F1060M9101
(STP)
CONTACT BASINS
CHLORINE
FROM
(STP)
(STP) 4
(STP)
INV 564.5±
3. SEE CIVIL DRAWINGS FOR YARD PIPING CONTINUATION.
AND ORIENTATION OF VALVES AND VALVE ACTUATORS.
2. CONTRACTOR SHALL COORDINATE WITH THE CITY, THE LOCATION, BOLTS, AND GASKETS.EXISTING PIPING COMPONENTS. DO NOT REUSE THE OLD NUTS, FOR ALL CONNECTIONS, INCLUDING REINSTALLATION OF ANY
1. CONTRACTOR SHALL PROVIDE NEW NUTS, BOLTS, AND GASKETS MATCHES THE EXISTING CONFIGURATION.
9. CONTRACTOR SHALL PROVIDE A DRAIN CONFIGURATION THAT 8. TIE INTO EXISTING THREE-WAY VALVE.
DIMENSIONS.
7. EXISTING CONCRETE PAD. CONTRACTOR TO FIELD VERIFY
AUTOMATED ACTUATION VALVE.CHLORINATED SAMPLES. PUMP SENDS FLOW TO A THREE-WAY
6. SAMPLE PUMP 4 IS A ROTARY PUMP THAT IS USED FOR
AUTOMATED ACTUATION VALVE.DECHLORINATED SAMPLES. PUMP SENDS FLOW TO A THREE-WAY
5. SAMPLE PUMP 5 IS A SUBMERSIBLE PUMP THAT IS USED FOR INFORMATION.AND INSTRUMENTATION (60N01) DRAWINGS FOR ADDITIONAL EXISTING ENCLOSURE IN PLACE. REFER TO ELECTRICAL (60E01) 17505. THE EXISTING ENCLOSURE IS TO REMAIN IN USE. PROTECT
4. REPLACE CHLORINE ANALYZER 4 PER SPECIFICATION SECTION STRUCTURE. CONTRACTOR TO FIELD VERIFY AREA.
3. AREA IS A DIAGRAMMATIC VIEW OF PAD EAST OF DECHLORINATION AND SPECIFICATION SECTION 13447.
2. VALVE IS 20 +/- FT DEEP. REFER TO SPECIFICATION SECTION 15112 1. EXISTING VALVE ABANDONED IN PLACE.
CONC VAULTEXISTING PRECAST
JD
74
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
M M
M
M M M
PlotDate:12-JUL-202312:18:38PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85M01
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
AL
MECHANICAL
8660F10 8660F1085M01.dgn
AWT PUMPS
CLARIFIER FILTER UNITS
MIX
RAPID
BACKWASH PUMPS
AIR WASH BLOWERS
FACILITY
CHLORINATION
FROM
SH SH
SAM
SAM
CLS
RECOVERY BASINS
TO WASHWATER
CONTACT BASINS
TO CHLORINE
CCCC
SH
COAG
POLYPOLY
AA
CCI
AAFEBW
WW
CCI
AA
BW
WW
FE
FLRFLRFLRFLR
LEGEND:
SAM
SAM
WW - WASHWATERSH - SODIUM HYDROXIDESAM - SAMPLE POLY - POLYMERFLR - FILTERFE - FINAL EFFLUENTCOAG - COAGULANTCLS - CHLORINE SOLUTIONCCl - CHLORINE LIQUIDC - CLARIFIERBW - BACKWASHAA - AERATION AIR/AIR WASH
MMMMMMMM
MMMMMMMM
AWT PROCESS FLOW SCHEMATIC
MMMM
JD
75
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:18:15PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85M02
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
ELP
MECHANICAL
8660F10 8660F1085M02.dgn
C
85M03 E
85M04
G
85M05
B
85M03
A 3/16"=1'-0"
EX-2" FC
8" AA
EX-24" WW
EX-1" POLY
EX-6" AA
EX-6" AA EX-6" AA
CLARIFIER NO.4 CLARIFIER NO.3 CLARIFIER NO.2 CLARIFIER NO.1 FILTER NO.4 FILTER NO.3 FILTER NO.2 FILTER NO.1
EX-12" FE EX-18" FE EX-14" BW
X KEY TAGS:
EX-24" FE
8660F1085M0101
M M M M
STORAGE TANKFERRIC CHLORIDE
RAPID MIX DIFFUSER ASSEMBLY
12" BFV (TYP)
14" BFV (TYP)
12" BFV (TYP)
M M
M
M
M
M
M M
13 14 10 5
1 1 16
1 15 12 11
1. FCV-85211 INFLUENT VALVE NO.12. FV-85212 AIR VALVE NO.13. FV-85217 BACKWASH VALVE NO.15. FCV-85221 INFLUENT VALVE NO.26. FV-85222 AIR VALVE NO.27. FCV-85228 EFFLUENT VALVE NO.28. FV-85227 BACKWASH VALVE NO.29. FCV-85231 INFLUENT VALVE NO.3
10. FV-85232 AIR VALVE NO.312. FCV-85238 EFFLUENT VALVE NO.313. FCV-85241 INFLUENT VALVE NO.414. FV-85242 AIR VALVE NO.416. FCV-85248 EFFLUENT VALVE NO.415. FV-85247 BACKWASH VALVE NO.417. LCP-85106 AIR WASH BLOWER NO. 118. LCP-85107 AIR WASH BLOWER NO. 219. LCP-85108 AIR WASH BLOWER NO. 320. PMP-85181 COAGULANT FEED PUMP NO. 121. PMP-85182 COAGULANT FEED PUMP NO. 222. PMP-85183 COAGULANT FEED PUMP NO. 3 9 6
22 21
8 7 4 3
2 2 2 2
3 3 3 3 5
4. FCV-85218 EFFLUENT VALVE NO.1
11. FV-85237 BACKWASH VALVE NO.323.
#
GENERAL NOTES:
KEY NOTES:
1 6" BFV (TYP) 2 1
8" AA
23 4
8" AA
FCV-25214 WEST GATE VALVE NO.1
FEED PUMPSEXISTING CAUSTIC
EX-4" SW 6
AWT CLARIFIER/FILTER PLAN
20 8
9 ANODE (TYP)MAGNESUIM
(TYP OF 4)WASTE GATE
TANKCAUSTIC STORAGE
(STP) (STP) (STP) (STP)
(PVC)
EX-12" FE
(STP) (SST) (SST)
EX-12" FE
(STP)
(SST)
EX-12" FE
(STP)
EX-24" FE
7 1
85M04
19 17
2 1/2" FC
3" FE
(STP)
D
85M04
F
85M05
24 M M M M
24. PMP-85104 RAPID MIX PUMP
18 12 25
8" AA
11 10
TROUGH (TYP)COLLECTION
25. FE-85105 AIR WASH VENTURI FLOW METER
eparker
11 12. REINSTALL EXISTING VENTURI FLOW METER.11. PENETRATE WALL AS REQUIRED FOR NEW 8-INCH AIR PIPING.
REMOVED. REFER TO 85D01 AND SPECIFICATION SECTION 01140.
10. BLIND FLANGE TEE ONCE EXISTING 6-INCH PIPING HAS BEEN SECTION 11242.
9. PROVIDE A RAPID MIX PUMP PER SPECIFICATION SPECIFICATION REFER TO PHOTO 4/85D03 FOR THE PUMP THAT WILL BE REPLACED.
8. PROVIDE A COAGULANT PUMP PER SEPCIFICATION SECTION 11242.
REFER TO PHOTO 6/85D03 FOR THE TIE-IN LOCATION.
7. PROVIDE A TEE TO TIE INTO THE EXISTING AERATION AIR LINE. 6. ABANDON LINE IN PLACE. REFER TO 85D01 AND 85D02.
PROCESS. SPECIFICATION SECTION 09960 DURING THE MEDIA REPLACEMENT
5. CONTRACTOR TO FULLY RECOAT THE CLARIFIER/FILTER TANKS PER PHOTO 6/85D03. OTHER WASTE GATES NOT SHOWN FOR CLARITY.AWT CLARIFIER/FILTER UNIT WITH A LINEAR ACTUATOR. REFER TO
4. REPLACE EXISTING PNEUMATIC WASTE GATE ACTUATOR ON EACH 3. REPLACE ADSORPTION CLARIFIER MEDIA.2. REPLACE FILTER MEDIA AND FILTER GRAVEL SUPPORT.
AND ACTUATORS PER SPECIFICATION SECTION 13447.
1. PROVIDE BUTTERFLY VALVE PER SPECIFICATION SECTION 15112 JD
76 AWT CLARIFIER/FILTER UNITS.
5. REFER TO SPECIFICATION SECTION 11802 FOR WORK ON THE FOUR 4. SEE CIVIL DRAWINGS FOR YARD PIPING CONTINUATION.
AND ORIENTATION OF VALVES AND VALVE ACTUATORS.
3. CONTRACTOR SHALL COORDINATE WITH THE CITY THE LOCATION BOLTS, AND GASKETS.EXISTING PIPING COMPONENTS. DO NOT REUSE THE OLD NUTS, FOR ALL CONNECTIONS, INCLUDING REINSTALLATION OF ANY
2. CONTRACTOR SHALL PROVIDE NEW NUTS, BOLTS, AND GASKESTS CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS.
1. BACKGROUND IS BASED ON THE 1994 RECORD DRAWINGS.
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:18:20PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85M03
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
ELP
MECHANICAL
PLAN AND SECTIONS
8660F10 8660F1085M03.dgn
B
85M02 1/4"=1'-0"
C
85M02 1/4"=1'-0"
M M M M
M M M M
#
GENERAL NOTES:
KEY NOTES:
8660F1085M03008660F1085M0302
EX-24" CCI
EX-6" AA
EX-24" CCI
EX-12" CCI
EX-12" CCI
EX-6" AA EX-6" AA EX-6" AA
EX-20" WW EX-18" CCI
EX-18" CCI
EX-20" WW
EX-20" WW
12" BFV (TYP)
6" BFV (TYP)
EX-12" FE
EX-14" BW
EX-12" FE
EX-14" BW
EX-4" SW
EX-14" BW
EX-18" FE
EX-24" FE
EX-4" SW
EX-14" BW EX-24" FE EX-12" FE EX-14" BW
EX-12" FE
EX-14" BW
EX-12" FE
EX-14" BW
M M
M M
M M
M M M M
1 3
2 4
EX-1" VENT EX-1" VENT EX-1" VENT
EX-1" VENT
8" AA
EX-6" AA
(TYP) 1
1. REFER TO GENERAL NOTES ON 85M02.
1. FV-85219 AC AIR SCOUR VALVE NO. 12. FV-85229 AC AIR SCOUR VALVE NO. 23. FV-85239 AC AIR SCOUR VALVE NO. 34. FV-85249 AC AIR SCOUR VALVE NO. 4 X KEY TAGS:
(SST)
(STP) (STP)
(SST)
(STP)
(SST)
(SST)
(STP)
(STP)
(STP)
(STP)
(STP)
(STP)
(STP) (STP)
(STP)
(STP)
(STP)
(STP)
(STP) (STP) (STP)
(STP)
(SST)
(STP) (STP)
(STP)
(STP)
(STP)
AWT CLARIFIER/FILTER
TYP
2 MP272
STANDPIPEEXISTING 42"
(TYP)
REFER TO SECTION 09960.
2. RESTORE TANK COATINGS AFTER INSTALLING PIPE SUPPORTS.
BE DETERMINED.SCOUR LINE AS DIRECTED BY THE MANUFACTURER. LOCATION TO
1. PROVIDE NEW PENETRATION IN EXISTING AWT UNITS FOR NEW AIR JD
77
BLOWER NO.1
AIR WASH
BLOWER NO.3AIR WASH
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:18:33PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85M04
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
ELP
MECHANICAL
8660F10 8660F1085M04.dgn
D
85M02 3/8"=1'-0"
E
85M02 3/8"=1'-0"
8" AA
8660F1085M0301 8660F1085M0303
TYP
MP132
1 SECTIONS
AIR WASH BLOWERS
8" AA
4" AA
NO.2BLOWERAIR WASH
NO.3BLOWERAIR WASH
1. REFER TO GENERAL NOTES ON 85M02.
#
1. PROVIDE OVERHEAD PIPE SUPPORTS FIVE FEET ON CENTER.
GENERAL NOTES:
KEY NOTES:
4" AA 4" AA 4" AA
JD
78 FLOW METER
RAPID MIXER
PUMP NO.1COAGULANT FEED
PUMP NO.2COAGULANT FEED
PUMP NO.3COAGULANT FEED
9"
1'-0"
3'-6"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:18:45PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 85M05
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
ELP
MECHANICAL
8660F10 8660F1085M05.dgn
G
85M02 3/8"=1'-0"
8660F1085M0301
1 RAPID MIX DIFFUSER ASSEMBLY
NTS
8660F1085M0305
85M02
COAGULANT FEED PUMP AND RAPID MIX PUMP
F
85M02 1/4"=1'-0"
8660F1085M0101
TANKCAUSTIC STORAGE
STORAGE TANKFERRIC CHLORIDE
EX-2" FC
RAPID MIX DIFFUSER ASSEMBLY
1 85M05
2 1/2" FC
3" FE
G
85M05
EX-1" POLY
FEED PUMPSEXISTING CAUSTIC
GENERAL NOTES:
RAPID MIX PUMP
PLAN, SECTION, AND DETAIL
1. REFER TO GENERAL NOTES ON 85M02.
CL PIPE
FLOW
(MIN)
WALL THICKNESSCUT AWAY DEPICTS PIPE
DISCHARGE PIPE
FLASH MIX PUMP
3" FE
SIZE, AND MATERIALSEE DWGS FOR TYPE,CHEMICAL SUPPLY LINE,
PIPING MATERIAL LIST
1 2
4 5
367
89 10
11 12
13 14
15 1617
1819
20 UNION6" STEEL FLANGE, 150 LB, FLAT FACE, AWWALENGTH AS REQD, 2" TITANIUM PIPETHREADED1" TITANIUM WELDED OUTLET BRANCH CONNECTION, 1/2" X 1" TITANIUM NIPPLE, THREAD X BUTTWELD TO INSIDE WALL OF PIPE1/4" THICK X ID TITANIUM PLUG, FABRICATED AND 6" 316 STN STL, BLIND FLANGE. 150 LB, AWWAFLANGE2 1/2" 316 STN STL ALIGNING SOCKET , WELD TO BLIND3" 316 STN STL, 150 LB FLANGE, FLAT FACE, AWWA6" 316 STN STL, 150 LB BLIND FLANGE3" STL, 150 LB FLANGE, FLAT FACE, AWWALENGTH AS REQD, 316 STN STL, SCHED 40SHORT RADIUS ELBOW, 316 STN STL, SCHED 40INTO SOCKET.WRAPPED AROUND PIPE/TUBE PRIOR TO INSERTION1/4" THICK FOOD GRADE, BUNA RUBBER STRIP 1 1/2" SCH 40, 316 STN STL. WELD TO ELBOWTO BLIND FLANGE1 1/2" THREADED HALF COUPLING, 316 STN STL, WELD 3" X 2 1/2" REDUCER, 316 STN STL, SCH 401 1/2" GROOVED COUPLING, 316 STN STL3" 316 STN STL BLIND FLANGE, 150 LB, AWWA6" STL, 150 LB FLANGE, FLAT FACE, AWWA PIPING MATERIAL LIST NOTES:
2. PROVIDE ISOLATION GASKETS BETWEEN DISSIMILAR METALS.
PIPINHG AND EQUIPMENT.LISTED OR SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL REDUCERS, BUSHINGS AND PIPE SUPPORTS OR HANGERS ARE NOT REQUIRED FITTINGS SUCH AS UNIONS, GASKETS, BOLTS, ELBOWS,
1. THE PIPE MATERIAL LIST FOR THIS DETAIL IS NOT COMPLETE, MANY NOTES:
SYSTEMS CO. MODEL 2.5 H-SS-90.
1. NOZZLE - FULL CONE SPRAY PATTERN. 140 GPM @ 19 PSI, SPRAYING 11 1
2 TYP
M203 (TYP)
NOZZLE
2 1'-0"
12 3
4 9
20 10
DI
316 STN STL
12 17
13 15
18 11
16 19
7 8
14 3
6 5
JD
79 eparker
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:19:13PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 87M01
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
EYY
ELP
MECHANICAL
8660F10 8660F1087M01.dgn
B
8660F1087M0301
PLAN AND SECTION
GENERAL NOTES:
# KEY NOTES:
BACKWASH PUMP STATION
B- 2
A - 8660F1087M0101 3/8"=1'-0" 1/4"=1'-0"
1 3 1
2 3
EX-3/4" FE
EX-1" FE
EX-1 1/2" FE
EX-1 1/2" FE
EX-14" BW
14" BW
EX-4" BW
14" BW
# KEY TAGS:
1. PMP-871342. AE-87130
BACKWASH CHLORINE SAMPLE PUMPCHLORINE ANALYZER 3
4 5 8" BFV
TYP
(TYP)MP637
M
14" BFV (TYP) 3
4 3. FV-87130 HIGH RATE BACKWASH VALVE4. FV-872305. FV-87330
HIGH RATE CONTROL VALVELOW RATE CONTROL VALVE
(TYP.)14"X8" CONC. RED.
4. TIE INTO EXISTING PIPE.
EQUIPMENT TO THE EXISTING SAMPLE LINES AS REQUIRED.
3. SUPPLY ADDITIONAL PIPING AND FITTINGS TO CONNECT NEW INFORMATION.AND INSTRUMENTATION (60N01) DRAWINGS FOR ADDITIONAL EXISTING ENCLOSURE IN PLACE. REFER TO ELECTRICAL (60E01) 17505. THE EXISTING ENCLOSURE IS TO REMAIN IN USE, PROTECT
2. REPLACE CHLORINE ANALYZER 4 PER SPECIFICATION SECTION 1. RELOCATE THE EXISTING BUTTERFLY VALVE AS SHOWN.
FABRICATION.CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO
3. PIPE LAYOUT DRAWINGS SHALL BE PREPARED BY THE 2. SEE CIVIL DRAWINGS FOR YARD PIPING CONTINUATION.
CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS.
1. BACKGROUND IS BASED ON THE 2005 RECORD DRAWINGS.
JD
80
4 '-0"±
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:19:20PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 89M01
eparker
LASTSAVEDBY:
PROJECT NO. FILE NAME:
CA
ELP
MECHANICAL
8660F10 8660F1089M01.dgn
A
#
GENERAL NOTES:
KEY NOTES:
B
3/8" = 1'-0" - 1/2" = 1'-0"
B- CAROUSEL PUMP STATION
PLAN AND SECTION
8660F1089M0101
16" SE
EX-36" SE
PMP-89100
EX-12" SE
EX-24" SE
EX-36" SE
EX-16" SE
EX-16" SEEX-16" SE
EX-48" SE
EX-24" SE
1 1
8660F1089M0301
EX-36" SE
16" SE
# KEY TAGS:
3. CAROUSEL PUMP NO. 32. CAROUSEL PUMP NO. 21. CAROUSEL PUMP NO. 1 PMP-89101
PMP-89102
1 2
2 3
PUMP NO. 3
CAROUSEL
2 2
16" DMJT16" SCV16" BFV
TO PAU
3 TYP
MP034
MATCH LINE STA 10+04.73 ON DWG 91C07
CL 582.50 1
3. SEE CIVIL DRAWINGS FOR YARD PIPING CONTINUATION.
AND ORIENTATION OF VALVES AND VALVE ACTUATORS.
2. CONTRACTOR SHALL COORDINATE WITH THE CITY, THE LOCATION, BOLTS, AND GASKETS.EXISTING PIPING COMPONENTS. DO NOT REUSE THE OLD NUTS, FOR ALL CONNECTIONS, INCLUDING REINSTALLATION OF ANY
1. CONTRACTOR SHALL PROVIDE NEW NUTS, BOLTS, AND GASKETS 3. WATER LEVEL PER THE 1994 RECORD DRAWINGS.2. PROVIDE NEW MOTOR FOR PUMP.1. FOR PIPING ELEVATION REFER TO DWG 91C07.
JM
81
1 '-0"
5'-0"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
MATTHEW C. KALLEVANT
SEALED BY
ORIGINAL
**
CA PE NO. 84405
PlotDate:12-JUL-202312:19:23PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 91M01
LASTSAVEDBY:
PROJECT NO. FILE NAME:
AL
MECHANICAL
PLAN AND SECTION
8660F10 8660F1091M01.dgn
#
GENERAL NOTES:
KEY NOTES:
A
B- 3/8" = 1'-0"
3/8" = 1'-0"
8660F1091M0101
8660F1091M0301
CA
PAU PUMP STATION
B- TYP MP370 # KEY TAGS: 1 10" SE TYP 10" BFV 10" SCV 10" DMJT SLIDE GATE OPERATED MANUALLY 10" RFCA MP034 TYP MP032 10" SE 16" SE PVC DIP 1. PMP-91100 PAU PUMP NO.1
FROM PAU
INV 569.03
MIN
TYP
(TYP)MP370
CL 584.15
MATCH LINE STA 10+02 ON DWG 91C08
TOC 565.00
1 3. SEE CIVIL DRAWINGS FOR YARD PIPING CONTINUATION.
AND ORIENTATION OF VALVES AND VALVE ACTUATORS.
2. CONTRACTOR SHALL COORDINATE WITH THE CITY, THE LOCATION, BOLTS, AND GASKETS.EXISTING PIPING COMPONENTS. DO NOT REUSE THE OLD NUTS, FOR ALL CONNECTIONS, INCLUDING REINSTALLATION OF ANY
1. CONTRACTOR SHALL PROVIDE NEW NUTS, BOLTS, AND GASKETS TOC 582.00
TOP OF BERM 581.00
RELIEF VALVE1" AIR
16" SE
JM
82 WITH #5@12" EACH WAY EACH FACE.
2. PROVIDE 2'-6" WIDE, 2'-6" LONG AND 16" THICK CONCRETE FOOTING 1. REFER TO DRAWING 91C08 FOR PIPING ELEVATION. 2 JGarretty
06-02-23 JKN ADDENDUM 3 1
1 1
REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 8660F.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" JULY 2023 OF 200 CITY OF UKIAH RECYCLED WATER PROJECT - PHASE 4 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® CONFORMED DOCUMENTS ** 4/7/2023 REACE P. FISHER SEALED BY ORIGINAL ** CA PE NO. 81261 Plot Date: 7/12/2023 12:19:11 PM GENERAL NOTES: KEY NOTES: 1. ALL GROOVED END COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 1. FINAL DIMENSIONS SHALL BE COORDINATED BY THE CONTRACTOR TO SUIT THE EQUIPMENT SUPPLIED. 2. INSTALL UPSTREAM PIPING AND PUMP CAN FOR FUTURE PUMP INSTALLATION. INSTALL BLIND FLANGE ON PUMP CAN. 3. SIDE MOUNT PRESSURE INDICATOR WITH HMI. PROVIDE PROTECTIVE COVER.
PROJECT NO. LAST SAVED BY: FILE NAME: CABBJM 99M01 83 MECHANICAL RECYCLED WATER PUMP STATION PLAN, SECTION AND DETAIL8660F1099M01.dwg eparker 8660F10 (TYP) FUTURE FE-99411 SCALE: FILE: A PLAN 99C19 1/4" = 1'-0" 8660F1000M100 SCALE: FILE: B SECTION - 3/8" = 1'-0" 8660F1000M100 VERTICAL PUMP TURBINE 12" RW 16" RW TYP MP034 (TYP) TYP MP032 14" RW 16" RW CL 592.00 CL 605.83 SCALE: FILE: 1 DETAIL - NO SCALE - VERTICAL PUMP MOUNTING 3/4" GAVL STEEL PIPE AIR RELEASE VALVE 3/4" BALVE VALVE 3/4" 3000 LF FS HALF COUPLING SHOP WELDED TO SOUTH SIDE OF PUMP BASE PLATE PIPE TO SLAB PUMP BASE PLATE TYPE 316 SS W/ NUT AND WASHER LOCKWASHER OR DOUBLE NUTS (LENGTH AS REQUIRED) PROJECT MIN TWO THREADS ABOVE NUT (TYP) LEVELING PLATE THICKNESS PER MANUFACTURER 2" NON-SHRINK GROUT PUMP PAD TYPE 316 SS ANCHOR BOLT W/ TWO TYPE 316 SS HEX NUTS AND LOCKWASHERS FOR LEVELING. EMBEDMENT AND ANCHOR BOLT SIZE PER PUMP MANUFACTURER REQUIREMENTS TYPE 316 SS BAR 4x4x1/2" (MIN) TACK WELD TO BOLT TYPE 316 SS NUT STEEL PUMP CAN SEAL WELD MACHINED GROOVE AND O-RING SEAL FROM TANK 1 PMP-99411 PMP-99412 PMP-99413 PMP-99414 PMP-99415 12" RW16" RW TO DISTRIBUTION SYSTEM SEE DWG 99C19 FOR CONTINUATION 16" RW FSL-99411 FSL-99412 FSL-99413 FSL-99414 3 PIT-99432 PSH-99432 16" RW 4'-6" 11'-0" 4'-6" 6'-6" 10'-0" 10'-0" 10'-0"
5'-1"
10'-0" 8'-5" 5'-6" VERTICAL TURBINE PUMP (TYP) 14" BFV (TYP) 12" BFV (TYP) (TYP) 12" SWING CHECK (TYP) 16"x12" REDUCING BEND 16"x14" RED A / V VALVE (TYP) 14" FC 16"x12" RED TEE (TYP) FLOW SWITCH RIGID GROOVED END COUPLING 12" FLEXIBLE EXPANSION JOINT VALVE BOX AND STEM RISER 16" TEE (TYP) 16" RW 16"x12" REDUCING BEND 12" MAG METER A / V VALVE (TYP) TYP MP034 RIGID GROOVED END COUPLING (TYP) 16"x12" RED 12" RW 2 16" BF 16" RW 14" RW (TYP) 12" BF # PI-99411 PI-99412 PI-99413 PI-99414 PRESSURE GAUGE