HomeMy WebLinkAbout4.553B Original Contract
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CITY of PORT ANGELES
CLALLAM COUNTY
E\astern UGA Sewer Interceptor Project
05-30
, Original 1
Part 3 of 3
Volume 1 of 1
Contract Drawings
December, 2006
BROWN AND CALDWELL
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CITY OF PORT ANGELES
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321 E. 5TH STREET P.O. BOX 1150
PORT ANGELES. WASHINGTON. 98362
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CITY OF PORT ANGELES
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Port Angeles East UGA Sewer Interceptor
December, 2006
Original 1
Part 2 of 3
Project No. 05-30
Glenn A. Cutler, PE., Director of Public Works and Utilities
Gary W. Kenworthy, P.E., Deputy Director of Engineering Services
Craig Jacobs, Clallam County Public Works Director
For information regarding this project, contact:
Michael Szatlocky, P,E., City of Port Angeles
360-417-4808
BROWN AND
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GENERAL CIVIL (continued) MECHANICAL
SHT NO DWG NO DRAWlNG...TITJ:E"""- . .. -SHT NO DWGNO DRAWING TITLE SHT NO DWG NO DRAWING TITLE
: 0
1 G-1001 INDEX OF DRAWINGS 51 C-2017 PLAN AND PROFILE STA 275+00 TO 280+00 94 M-1001 PIPE SUPPORT DETAILS ,..
2 G-1002 LOCATION AND VICINITY MAPS LES SCHWAB TO HWY 101 95 M-l002 DRAINAGE DETAILS
3 G-l003 OVERALL PLAN - INDEX OF SHEETS 52 C-2018 PLAN AND PROFILE STA 280+00 TO STA 283+20 96 M-l003 MISCELLANEOUS DETAILS
4 G-1004 STANDARD SYMBOLS AND LEGEND HWY 101 TO N BROOK AVE 97 M-l004 HVAC DESIGNATIONS, SYMBOLS AND SCHEDULES
5 G-1005 STANDARD ABBREVIATIONS 53 C-2019 PLAN AND PROFILE STA 100+00 TO STA 105+00 98 M-1201 PUMP STATION 12 PlAN
6 G-l006 GENERAL NOTES AND KEY NOTES N MASTERS ROAD 99 M-1202 PUMP STATION 12 SECTIONS-1
7 G-1007 COPA GENERAL NOTES 54 C-2020 PLAN AND PROFILE STA 105+00 TO 110+00 100 M-1203 PUMP STATION 12 SECTIONS - 2
CIVIL N MASTERS ROAD TO HWY 101 101 M-1212 PUMP STATION 12 HVAC PlAN AND AIR FLOW SCHEMATIC
55 C-2021 PLAN AND PROFILE STA 110+00 TO STA 115+00 102 M-1301 PUMP STATION 13 PLAN
8 C-1001 PROJECT CONTROL PLAN HWY 101 - EAST CROSSING 103 M-1302 PUMP STATION 13 SECTIONS-l Ol
9 C-1101 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS-1 56 C-2022 PLAN AND PROFILE STA 115+00 TO STA 120+00 104 M-1303 PUMP STATION 13SECTIONS-2
10 C-1102 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS - 2 HWY10l 105 M-1311 PUMP STATION 13 BUILDING PLAN AND SECTIONS
11 C-1201 PUMP STATION 12 SITE PLAN 57 C-2023 PLAN AND PROFILE STA 120+00 TO STA 125+00 106 M-1312 PUMP STATION 13 HVAC PLAN, SECTION AND AIR FLOW SCHEMATIC
12 C-1202 PUMP STATION 12 YARD PIPING PLAN HWY 101
13 C-1301 PUMP STATION 13 SITE PlAN 58 C-2024 PLAN AND PROFILE STA 125+00 TO STA 130+00 ELECTRICAL
14 C-1302 PUMP STATION 13 YARD PIPING PLAN HWY 101
15 C-1401 TRENCHING AND EXCAVATION DETAlLS-l 59 C-2025 PLAN AND PROFILE STA 130+00 TO STA 135+00 107 E-l000 SYMBOLS AND ABBREVIATIONS -1
16 C-1402 TRENCHING AND EXCAVATION DETAILS - 2 HWY 101 108 E-l00l SYMBOLS AND ABBREVIATIONS - 2
17 C-1403 TRENCHING AND EXCAVATION DETAILS - 3 60 C-2026 PLAN AND PROFILE STA 135+00 TO STA 140+00 109 E-l002 ABBREVIATIONS
18 C-1411 TRENCHING AND EXCAVATION COPA STANDARD DETAILS-1 HWY 101 TO SLATE DR 110 E-l003 STANDARD DETAlLS-l <Xl
19 C-1412 TRENCHING AND EXCAVATION COPA STANDARD DETAILS - 2 61 C-2027 PLAN AND PROFILE STA 140+00 TO STA 145+00 111 E-l004 STANDARD DETAILS - 2
20 C-1421 TRENCHING AND EXCAVATION WSDOT STANDARD DETAILS-l SLATE DR TO KEMP ST 112 E-1201 PUMP STATION 12 ELECTRICAL SITE/GROUNDING PLAN 1
21 C-1501 SITEWORK DETAILS - 1 62 C-2028 PLAN AND PROFILE STA 145+00TOSTA 150+00 113 E-1202 PUMP STATION 12 ELECTRICAL SITE PLAN 2
22 C-1502 SITEWORK DETAILS - 2 KEMP ST 114 E-1203 PUMP STATION 12 ONE-LINE
23 C-1511 SITEWORK COPA STANDARD DETAILS - 1 63 C-2029 PLAN AND PROFILE STA 150+00 TO STA 155+00 115 E-1204 PUMP STATION 12 POWER PLAN
24 C-1512 SITEWORK COPA STANDARD DETAILS - 2 KEMP ST 116 E-1205 PUMP STATION 12 L1GHTlNGIRECEPTACLE PLAN
25 C-1521 SITEWORK WSDOT STANDARD DETAILS-1 64 C-203O PLAN AND PROFILE STA 155+00 TO STA 160+00 117 E-1206 PUMP STATION 12 CONTROLlSIGNAL PLAN
26 C-1601 SANITARY SEWER DETAILS-1 KEMP ST 118 E-1207 PUMP STATION 12 ENGINE GENERATOR WIRING DIAGRAM
27 C-1602 SANITARY SEWER DETAILS - 2 65 C-2031 PLAN AND PROFILE STA 160+00 TO STA 165+00 119 E-1301 PUMP STATION 13 ELECTRICAL SITE/GROUNDING PLAN .....
28 C-1603 SANIT~RY SEWER DETAILS - 3 KEMP ST 120 E-1302 PUMP STATION 13 ONE-LINE
29 C-1611 SANITARY SEWER COPA STANDARD DETAILS-1 66 C-2032 PLAN ANO PROFILE STA 165+00 TO STA 170+00 121 E-1303 PUMP STATION 13 POWER PlAN
30 C-1612 SANITARY SEWER COPA STANDARD DETAILS - 2 KEMP ST TO HWY 101 - WEST CROSSING 122 E-1304 PUMP STATION 13 LIGHTING! RECEPTACLE PLAN
31 C-1621 SANITARY SEWER WSDOT STANDARD DETAlLS-l 67 C-2033 PLAN AND PROFILE STA 170+00 TO STA 175+00 123 E-1305 PUMP STATION 13 CONTROL, SIGNAL AND COMM PLAN
32 C-1622 SANITARY SEWER WSDOT STANDARD DETAILS - 2 N BROOK AVE 124 E-1306 PUMP STATION 13 ENGINE GENERATOR WIRING DIAGRAM
33 C-1701 WATER MAIN DETAILS-l 68 C-2034 PLAN AND PROFILE STA 175+00 TO STA 180+00
34 C-1711 WATER MAIN COPA STANDARD DETAILS-l N BROOK AVE TO PS12 INSTRUMENTATION
35 C-2001 PLAN STA 200+00 TO 205+00 69 C-2035 PLAN AND PROFILE STA 180+00 TO STA 185+00
HEADWORKS TO HARBORCREST ST E MYRTlE ST - ADD/AL TERNATE 125 1-1001 NETWORK OVERViEW
36 C-2002 PROFILE STA 200+00 TO 205+00 70 C-2036 PLAN AND PROFILE STA 185+00 TO STA 190+00 126 1-1002 INSTALlATION DETAlLS-l <C
HEADWORKS TO HARBORCREST ST E MYRTlE ST - ADD/AL TERNATE 127 1-1003 INSTALLATION DETAlLS-2
37 C-2003 PLAN AND PROFILE STA 205+00 TO STA 210+00 71 C-2037 PLAN AND PROFILE STA 190+00 TO STA 195+00 128 1-1201 PUMP STATION 12'CONTROL PANEL LAYOUT
HARBORCREST ST TO E 3RD AVE E MYRTlE ST - ADD/AL TERNATE 129 1-1202 PUMP STATION 12 CONTROL PANEL POWER DISTRIBUTION
38 C-2004 PLAN AND PROFILE STA 210+00 TO STA 215+00 72 C-2038 PLAN AND PROFILE STA 195+00 TO STA 196+35 20 130 1-1203 PUMP STATION 12 PLC AND COMMUNICATION EQUIPMENT INTERCONNECTION DIAGRAM
E3RDAVE E MYRTLE ST TO N LARCH AVE - ADD/AL TERNATE 131 1-1210 PUMP STATION 12 RVSS WIRING DIAGRAM-1
39 C-2005 PLAN AND PROFILE STA 215+00 TO STA 220+00 132 1-1211 PUMP STATION 12 RVSS WIRING DIAGRAM-2
E 3RDAVE 133 1-1220 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM-1
40 C-2006 PLAN AND PROFILE STA 220+00 TO STA 225+00 TRAFFIC CONTROL 134 1-1221 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM - 2
E 3RDAVE 135 1-1222 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM - 3
73 TC-l00l TlRAFFIC CONTROL PLAN SUMMARY It)
41 C-2007 PLAN AND PROFILE STA 225+00 TO STA 230+00 136 1-1223 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM-4
E 3RD AVE TO BAKER ST 74 TC-l002 TlRAFFIC CONTROL PLAN PIONEER ROAD 137 1-1224 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM - 5
42 C-2008 PLAN AND PROFILE STA 230+00 TO STA 235+00 75 TC-1003 TlRAFFIC CONTROL PLAN SLATE DRIVE 138 1-1225 PUMP STATION 12 DISCRETE INPUT LOOP DIAGRAM - 6
BAKER ST 76 TC-l004 TlRAFFIC CONTROL PLAN KEMP STREET 139 1-1230 PUMP STATION 12 DISCRETE OUTPUT LOOP DIAGRAM
43 C-2009 PLAN AND PROFILE STA 235+00 TO STA 240+00 140 1-1240 PUMP STATION 12 ANALOG INPUT LOOP DIAGRAM
BAKER ST PROCESS 141 1-1301 PUMP STATION 13 CONTROL PANEL LAYOUT
44 C-2010 PLAN AND PROFILE STA 240+00 TO STA 245+00 142 1-1302 PUMP STATION 13 CONTROL PANEL POWER DISTRIBUTION
BAKER ST 77 P-1001 IDENTIFICATION SYSTEMS 143 1-1303 PUMP STATION 13 PLC AND COMMUNICATION EQUIPMENT INTERCONNECTION DIAGRAM
45 C-2011 PLAN AND PROFILE STA 245+00 TO STA 249+80 78 P-1201 PUMP STATION 12 144 1-1310 PUMP STATION 13 RVSS WIRING SCHEMATlC-1
E PIONEER RD 79 P-1301 PUMP STATION 13 145 1-1311 PUMP STATION 13 RVSSWlRING SCHEMATlC-2 ..,.
46 C-2012 PLAN AND PROFILE STA 249+80 TO STA 255+00 80 P-1302 PUMP STATION 13 CHEMICAL STORAGE TANK HORN ALARM
E PIONEER RD 81 P-1303 PUMP STATION 13 CHEMICAL FEED SYSTEM 146 1-1320 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM-1
47 C-2013 PLAN AND PROFILE STA 255+00 TO STA 260+00 147 1-1321 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM - 2
148 1-1322 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM - 3
E PIONEER RD 149 1-1323 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM-4
48 C-2014 PLAN AND PROFILE STA 260+00 TO STA 265+00 STRUCTURAL 150 1-1324 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM - 5
E PIONEER RD 151 1-1325 PUMP STATION 13 DISCRETE INPUT LOOP DIAGRAM - 6
49 C-2015 PLAN AND PROFILE STA 265+00 TO STA 270+00 82 S-1000 GENERAL NOTES AND CODE REVIEW 152 1-1330 PUMP STATION 13 DISCRETE OUTPUT LOOP DIAGRAM - 1
E PIONEER RD TO E EDDY lANE 83 S-1001 TYPICAL SECTIONS AND DETAlLS-l 153 1-1331 PUMP STATION 13 DISCRETE OUTPUT LOOP DIAGRAM - 2
50 C-2016 PLAN AND PROFILE STA 270+00 TO STA 275+00 84 5-1002 TYPICAL SECTIONS AND DETAILS - 2 154 1-1340 PUMP STATION 13 ANALOG INPUT LOOP DIAGRAM
E EDDY LANE TO LES SCHWAB <'l
85 S-1003 TYPICAL SECTIONS AND DETAILS - 3 155 1-1350 PUMP STATION 13 ANALOG OUTPUT LOOP DIAGRAM
86 S-1011 PUMP STATION 12 AND 13 VALVE VAULT PLAN, SECTION AND DETAIL
87 5-1012 PUMP STATION 12 AND 13 VALVE VAULT SECTION
88 S-1201 PUMP STATION 12 PLANS
89 S-1202 PUMP STATION 12 SECTIONS
90 S-1203 PUMP STATION 12 PLANS AND SECTION
91 S-1301 PUMP STATION 13 PLANS
92 S-1302 PUMP STATION 13 SECTIONS
93 S-1303 PUMP STATION 13 PLANS AND SECTION
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DRA'M'I HlW
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LIMITS OF CONSTRUCTION
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EDGE OF WATER, FLOWLINE
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BRO\VN AND CALDWELL
SEATTLE. WA
SUBMrTTEO- DATE
APPROVED DATE.
A
B
31 3 SLOPE (3 HOR TO 1 VERT)
OR 1r-
m CUT OR FILL SLOPE,
ARROWS POINT DOWN SLOPE
~CAV COMBINATION AIR RELEASE VALVE
OPV PLUG VALVE
8 BURIED VAlVE
~ NEW MANHOLE
DCB CATCH BASIN OR INLET
--- UTILITY POLE
OCO CLEAN OUT
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I EXTERNAl REFERENCE FILES
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SURVEY SYMBOLS
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VOLUME 7, PAGE 31
FOUND CENTERLINE MONUMENT, UNLESS OTHERWISE NOTED ~
REFERS TO SURVEY RELATED DOCUMENTS (PLATS, SURVEYS ET.
ON FILE IN RECORDS OF CLALLAM COUNTY, WA FROM WHICH
MONUMENTS OF RECORD WERE FOUND, AS SHOWN HEREON
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(3) DETAILS ARE CROSS REFERENCED IN A SIMILAR
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BY LETTER RATHER THAN NUMBER
~
NOTES:
(')
THIS DRAWING IS GENERAL IN NATURE SOME SYMBOLS
SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS
2 SEE DRAWING G-10S FOR ABBREVIATIONS
3 SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES
FOR CONVENIENCE ONLY, SYMBOLS MAY BE USED ON ANY OF THE
CONTRACT DRAWINGS
ZONE REV
REVISIONS
DESCRIPTION
BY DATE APP
G
H
N
M
EASTERN URBAN GROWTH AREA
GENERAL
STANDARD SYMBOLS
AND LEGEND
FIlENAME
130282-<>004
Be PROJECT NUMBER
130282
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DRAWING NUMBER
G-1004
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A B C D
ABBREVIATIONS
A AMPERE
AC ASPHALTIC CONCRETE, ACOUSTIC
ADD ADDITION(AL)
AGGR AGGREGATE
AL ALUMINUM
ALT ALTERNATE
ANC ANCHOR
ASPH ASPHALT
ASSY ASSEMBLY
AUTO AUTOMATIC
AVE AVENUE
AVG AVERAGE
BD BOARD
BF BLIND FLANGE
BHP BRAKE HORSEPOWER
BLE BEVEL LARGE END
BLDG BUILDING
BLK BLOCK
BM BEAM, BENCHMARK
BO BLOW OFF
BOP BOTTOM OF PIPE, BACK OF PIPE
BOT BOTTOM
BULKHDS BULKHEADS
C CONDUIT,
CAB DIRECT BURIAL CABLE, CABINET
CAP CAPACITY
CAV COMBINATION AIRlRELEASE VALVE
CIC CENTER TO CENTER
CCP CONCRETE CYLINDER PIPE
CDF CONTROL DENSITY FILL
CF CUBIC FEET
CFR CODE OF FEDERAL REGULATIONS
CH CHANNEL
CI CAST IRON
CIP CAST IRON PIPE, CAST IN PLACE
CJ CONSTRUCTION JOINT
CIL CENTERLINE
CL CLEAR, CLEARANCE,
CONDENSATE-LOW PRESSURE
CMC CEMENT MORTAR COATED
CML CEMENT MORTAR LINED
CON CONNECTION
CONC CONCRETE, CONCENTRIC
CONN CONNECTION
CONT CONTINUOUS, CONTINUATION
CV CONTROL VALVE
0 DRAIN
DIA DIAMETER
DIP DUCTILE IRON PIPE
D1R DIRECTION
ON DOWN
DNR DEPARTMENT OF NATURAL RESOURCES
DR DRAIN ROCK, DRAINAGE, DOOR, DRNE
DWG(S) DRAWlNG(S)
E EAST
EA EACH
ECC ECCENTRIC
EJ EXPANSION JOINT
EL, ELEV ELEVATION
ELL ELBOW
EMBD EMBEDDED
EOP END OF PIPE
EP EDGE OF PAVEMENT
EO EOUAL
ESMT EASEMENT
FCR FINE CRUSHED ROCK
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FLG('D) FLANGE(D), FLAP GATE
FM FORCE MAIN
FPC FLEXIBLE PIPE COUPLING
GND GROUND
GRD GRADE
GV GATE VALVE
GWT GROUND WATER TABLE
F
E
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H HIGH, HORIZONTAL
HOPE HIGH DENSITY POLYETHYLENE
HRS HOURS, HEAT RESERVOIR SUPPLY
HT HEIGHT, HEAT TRACER TAPE
HTL HALF TIDE LEVEL
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
IE INVERT ELEVATION
INSUL INSULATE(D), INSULATION
INST INSTANTANEOUS
JCT JUNCTION
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LATERAL, LATITUDE
LB(S) POUND(S)
LEV LEVEL
LF LINEAL FEET
LP LOW PRESSURE
LPEL LOW POINT ELEVATION
MH MANHOLE
MHW MEAN HIGH WATER
MHHW MEAN HIGH HIGH WATER
MIN MINIMUM, MINUTE
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MLLW MEAN LOWER LOW WATER
MLW MEAN LOW WATER
N NORTH
NE NORTHEAST
NIC NOT IN CONTRACT
NO NORMALLY OPEN, NUMBER
NOM NOMINAL
NPSH NET POSITIVE SUCTION HEAD
NW NORTHWEST
OHWM ORDINARY HIGHWATER MARK
OC ON CENTER
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P
PC
PCP
PG
POC
POI
PUMP, PAVEMENT ELEVATION, PAINT
PIPE COUPLING, PRECAST, PIECE
POINT OF CURVATURE
PLAIN CONCRETE PIPE
PRESSURE GAGE
POINT OF CONNECTION
PROPORTIONAL PLUS INTEGRAL CONTROL,
PRESSURE INDICATOR,
POINTOF INTERSECTION (PI)
POWER POLE
POINT, POINT OF TANGENCY
PLUG VALVE
POINT OF VERTICAL INTERSECTION
'<t
PP
PT
PV
PV1
o RATE OF FLOW
OCPL OUICK COUPLING
RlC
RCP
RECP
RED
REF
REM
REO'D
RE-STL
RGS
RND
RP
RPBP
RIW
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
RECEPTACLE
REDUCE(R)
REFERENCE
REMOVABLE
REOUIRED
REINFORCING STEEL
RIGID GALVANIZED STEEL
ROUND
RADIUS POINT
REDUCED PRESSURE BACKFLOW PREVENTER
RIGHT OF WAY
S
SCH
SD
SE
SOUTH
SCHEDULE
STORM DRAIN
SOUTHEAST,SPOT ELEVATION
BROWN A0:D CALDWELL
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT T. SCALE ACCORDINGlY)
I EXTERNAL REFERENCE FILES
EUGA..8C:TB",02.dM1
KEITHAHN-TOOO chll'a
SEATTLE. WA DESIGNED .....u
DRAWN HlW
SUBMITTED DATE CHECKED- M\IO
CHECKED
APPROVED DATE APPROVED TJ. I
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A B C D E G
G H J K l M N 0 P
SL SLOPE
SE SOUTHEAST,SPOT ELEVATION
SL SLOPE
SPEC(S) SPECIFICATlON(S)
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
T TRAP, TOP, TANG ENT, TREAD,TANK
TELEPHONE
TIB TOP OF BANK
TIC TOP OF CURB
TOC TOP OF CONCRETE (CURB)
TOS TOP OF SLAB
TP TANGENT POINT, TRAP PRIMER
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UG UNDERGROUND
UIP UTILITY POLE
V VENT, VOLTS, VERTICAL, VAULT
VAR VARIES, VARIABLE
VERT(S) VERTICAL(S)
W WEST
WI WITH
WIO WITHOUT
WL WATER LINE
WM WATER METER, WATER MAIN
WSTP WATERSTOP
X SPARE CONDUIT (SUFFIX LETTER), TIMES
XDCR TRANSDUCER
XFMR POWER TRANSFORMER
XMTR TRANSMITTER
XP EXPLOSION PROOF
# NUMBER, POUNDS
& AND
@ AT
fJ DIAMETER, PHASE
...'. ANGLE OF DEFLECTION
% PERCENT
GENERAL NOTES
ADDITIONAL ABBREVIATIONS ARE DEFINED IN ANSI
Y11-1972
ZONE REV
REVISIONS
DESCRIPTION
BY
DATE APP
PORT ANGELES
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FILENAME
130282-G-1005
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
ORA'tNING NUMBER
G-1005
SHEET NUMBER
OF
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GENERAL NOTES
1 ALL STATIONING SHALL REFER TO THE NEW FORCE MAIN AND SEWER MAIN AUGNMENT, UNLESS
OTHERWISE NOTED ON THE PLANS
GENERAL NOTES (CONTINUED)
20 SEWER FORCE MAIN SHAll BE INSTAllED WITH MINIMUM COVER OF 36" WITHIN CIIY AND
COUNIY RIGHTS-OF-WAY MINIMUM COVER FOR PRESSURE MAINS WITHIN HIGHWAY 101
RIGHTS-OF-WAY SHAlL BE 60"
21 IYPICAL WIDTH FOR LIMITS OF CONSTRUCTION WITHIN THE CITY AND COUNIY RIGHTS-OF-WAY
IS 16-FEET, UNLESS OTHERWISE NOTED ON THE PLANS SEE DRAWING C-1411 FOR ADDITIONAl
NOTES
22 IYPICAL WIDTH FOR LIMITS OF CONSTRUCTION WITHIN THE STATE (HIGHWAY 101)
RIGHTS-OF-WAY IS 20-FEET, UNLESS OTHERWISE NOTED ON THE PlANS
23 THE CONTRACTOR SHAll BE RESPONSIBLE FOR DESIGNING AND INSTAWNG APPROPRIATE
DEWATERING SYSTEMS IF NEEDED TO COMPLETE WORK THE DEWATERING PLAN SHAll
INCLUDE PROVISIONS FOR DISPOSAL OF THE COLLECTED WATER WATER SHALL NOT BE
DISCHARGED TO SURROUNDING STEEP SLOPES, WETlANDS OR CONVEYANCE DITCHES
'"
2 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANY EXISTING UTILITIES
AND POTHOllNG FOR ALL UTI LIlY CROSSINGS AT EXCAVATION LOCATIONS SUFFICIENTlY IN
ADVANCE TO AVOID DELAYS IN THE EVENT CONFLICTS ARE DISCOVERED
3 All WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
FEDERAl LAWS SEE GENERAl NOTE 1, DRAWING G-1007
4 OVERHEAD ELECTRICAl POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE
GENERALLY NOT SHOWN CONTRACTOR SHAll DETERMINE THE EXTENT OF HAZARDS OR
IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND
ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN All AREAS AND FOllOW
PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS CONTRACTOR
SHALL TAKE WHATEVER PRECAUTIONS AND REMEDIAl MEASURES THAT MAY BE REQUIRED TO
PROTECT PERSONS AND PROPERlY AND TO AVOID DISRUPTION OF SERVICE CONTACT AND
COORDINATE WITH EACH UTllIIY PURVEYOR TO PERFORM NECESSARY UTILITY RELOCATIONS
5 ALL TREES WITHIN PROJECT AREA ARE NOT SHOWN SURVEYED TREES INCLUDE lANDSCAPED
TREES AND SIGNIFICANT SHRUBS OR OTHER DECORATIVE PLANTS 36"< DIAMETER
6 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING OPERATIONAl AND FUNCTIONING
STORM SEWER LINES, POTABLE WATER LINES, POWER, TELEPHONE, CABLE TV AND All
OTHER LINES IN THE WORK AREA
7 THE CONTRACTOR SHAlL CONTACT THE "UNDERGROUND LOCATE" CENTER AT
1-800-424-5555 AND NON-SUBSCRIBING INDIVIDUAL UTllIIY COMPANIES 48 HOURS IN
ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY
8 RESTORE ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THIS WORK TO A CONDITION
EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK,
UNLESS SPECIFICAllY EXEMPTED BY THE DRAWINGS RESTORATION WORK INCLUDES,
BUT NOT LIMITED TO, PAVEMENT, BASE, SUBGRADE, CONCRETE CURBS, THERMOPLASTIC
TRAFFIC MARKINGS, SIDEWALKS, DRIVEWAY APRONS, STORM DRAIN PIPE, ETC ALL
RESTORATION WORK SHALL BE PER SPECIFICATIONS
9 IF NECESSARY, USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF
THE EXCAVATIONS AND TO PROTECT ADJACENT EXISTING ROADWAYS, UTILITIES AND
OTHER FACILITIES THERE SHALL BE NO ADDITIONAl COST TO THE OWNER UNLESS THE
CONTRACTOR IS DIRECTED TO lEAVE THE SHEETING IN PLACE SEE GENERAL NOTE 5,
DRAWING G-1007
10 CONTRACTOR HAS ACCESS TO PRIVATE PROPERTY ALONG PERMANENT AND CONSTRUCTION
EASEMENTS AS APPROVED BY CONSTRUCTION MANAGER CONTRACTOR SHALL NOT ENTER
ANY STREAM OR WETlAND BUFFERS DURING THE COURSE OF WORK
11 WHILE THE THRUST BLOCKS ARE CURING, USE OF MEGALUGS AND TEMPORARY WATER
BYPASS PIPING IS PERMITTED WHEN INSTALLING WATER RELOCATIONS WATER RELOCATIONS
SHALL BE WITNESSED BY A PUD REPRESENTATIVE NOTIFY PUD AT LEAST 46 HOURS IN
ADVANCE OF EACH RELOCATION -
12 ALL WATER SERVICE AND SEWER LATERALS MAY NOT BE SHOWN CONTRACTOR SHALL BE
REQUIRED TO DETERMINE WATER SERVICE AND SEWER LATERALS NECESSARY TO COMPlETE
CONSTRUCTION All WATER SERVICE RELOCATIONS ARE CONSIDERED INCIDENTAl TO THE
WORK WATER SERVICE SHAll BE TESTED BEFORE BECOMING OPERATIONAL
13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC MAINTENANCE, BARRICADES,
WARNING SIGNS, DELINEATORS, FLAGMEN, ETC IN ACCORDANCE WITH SPECIFICATIONS, CIIY
AND WSDOT REQUIREMENTS
NO SURVEY MONUMENT SHAlL BE REMOVED OR DESTROYED BEFORE A PERMIT IS OBTAINED AS
REQUIRED BY WAC 332-120-030, SHOULD A SURVEY MONUMENT NEED TO BE REMOVED OR
DESTROYED, AN APPLICATION SHAll BE SUBMITTED AND PROCESSED IN ACCORDANCE WITH WAC
332-120-050
BORING NOTES
CIO
FOR BORING GEOTECHNICAl INFORMATION REFER TO THE ZIPPER ZEMAN ASSOCIATES, INC REPORT
"GEOTECHNICAL ENGINEERING EXPLORATION AND ANAlYSIS, PROPOSED EUGA SEWER INTERCEPTOR
AND PUMP STATIONS", DATED 7 JULY, 2006
SURVEY NOTES
BASE MAPPING AND FIELD SURVEY PERFORMED BY WENGLER SURVEYING AND MAPPING CO IN
PORT ANGELES, WASHINGTON, JULY 2006
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DATUM'S
THE HORIZONTAl DATUM USED FOR THE PROJECT SURVEY IS THE WASHINGTON COORDINATE SYSTEM
GRID, NORTH ZONE, NORTH AMERICAN DATlJM OF 1983, 1991 ADJUSTMENT (NAD83191)
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THE VERTICAl DATUM USED FOR THE PROJECT SURVEY IS THE NORTH AMERICAN VERTICAl DATlJM OF
1988 (NAVD88)
SAID DATUM'S WERE DERIVED FROM TIES TO GPS STATIONS 06301280(116-2-1) AND 06301350(K16-1-1)
AS SHOWN ON VOLUME 34 OF SURVEYS, PAGE 22, AND ALSO GPS STATION 06301241, BEING THE EAST
QUARTER CORNER OF SECTION 12, TOWNSHIP 30 NORTH, RANGE 6 WEST, W M ,AS SHOWN ON
VOLUME 39 OF SURVEYS PAGE 41, RECORDS OF CLAllAM COUNIY, WASHINGTON
GENERAL
THE PROJECT CONTRACT DRAWINGS DO NOT SHOW All EASEMENTS AND/OR ENCUMBRANCES
RECORDED OR UNRECORDED AlONG THE PROJECT AliGNMENT NO RIGHT-OF-WAY DETERMINATION
HAS BEEN PERFORMED
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THE LIMITS OF CONSTRUCTION AS SHOWN IN THE CONTRACT DRAWINGS ARE WITHIN THE PLATTED
RIGHTS-OF-WAY, CONTAINED WITHIN PERMANENT UTI LIlY EASEMENTS OR THEY ARE WITHIN THE
BOUNDARIES OF THE PORT ANGELES WASTEWATER TREATMENT PlANT PROPERlY
...,
14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RELOCATING ALL
INFORMATION AND TRAFFIC SIGNS TEMPORARILY DURING CONSTRUCTION SIGNS SHOULD
BE VISIBLE TO MOTORIZED VEHICLES RE-POSITION SIGNS IN PRECONSTRUCTlON LOCATION
IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED
15 CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY AT All TIMES
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16 BACKFILL OR PLATE ALL TRENCHES AT THE END OF EACH DAYS WORK NO TRENCH SHAll BE
LEFT OPEN OVERNIGHT THE ENDS OF ALL PIPE SHALL BE PLUGGED AT THE CLOSE OF EACH
DAYS WORK
17 CONSTRUCTION HOURS ARE 7 AM TO 7 PM WEEKDAYS AND 8 AM TO 7 PM WEEKENDS OR
FEDERAl, STATE AND CITY HOLIDAYS WHEN WORKING WITHIN THE CITY AND/OR COUNIY
RIGHTS-OF-WAY WORK REQUIRING INSPECTION BY THE CIIY MUST BE PERFORMED BETWEEN
8 AM AND 4 30 PM WEEKDAYS
18 CONSTRUCTION HOURS ARE 9 PM TO 6 AM MONDAY THRU FRIDAY WHEN WORKING AlONG
HIGHWAY 101 WITHIN THE STATE RIGHTS-OF-WAY WORK REQUIRING INSPECTION BY THE
STATE MUST BE COORDINATED WITH WSDOT
19 CONTRACTOR TO REMOVE AND REPLACE SOD OR HYDROSEED AlONG PIPE ALIGNMENT
MINIMUM WIDTH IS 10' OR AS SHOWN ON THE DRAWINGS WHICHEVER IS GREATER
BROWN .\ND CALDWELL
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT T - SCAlf ACCORDINGlY)
I EXTERNAl REFERENCE FILES
EUGA-8C-1lJ.02 dWlI
KElTHAHN.TOOOdwCI
REVISIONS
DESCRIPTION
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PLAN AND PROFILE DRAWING
KEY NOTES:
CD TREE PROTECTION PER DETAIL ClC-1102
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INSTAlL TEMPORARY CONSTRUCTION
FENCING AROUND PERIMETER OF PUMP
STATION WORK AREA.
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SEWER CROSSING, WATER MAIN MUST
CROSS ABOVE SEWER SEE DWG C-1401 FOR
REQUIRED SEPARATION
REMOVE AND REPLACE EXISTING CONCRETE
CURB AND SIDEWALK SEE DWG C-1511
SIDEWALK RAMPS SHAll BE REPLACED IN
ACCORDANCE WITH WSDOT STANDARD PLAN
F-3A
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CD
8" SEWER SERVICE STUB SEE DWG C-1302
REMOVE AND REPLACE MAILBOX OR SIGN TO
ORIGINAL LOCATION PRIOR TO CONSTRUCTION
OPEN CUT HIGHWAY UTllI1Y CROSSING, SEE
DWG C-1403
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REMOVE AND REPLACE EXISTING CONCRETE
BARRIER CURB
RESTORE ASPHAlT, BASE MATERIAL AND
PAVEMENT MARKINGS TO ORIGiNAl
CONDITION PRIOR CONSTRUCTION, FOR
PAVEMENT REPLACEMENT SEE DWG C-1512
AND C-1521
EXISTING STORM DRAIN TO REMAIN IN SERVICE
@
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REMOVE AND REPLACE IN-KIND EXISTING
STORM DRAIN CULVERT AS NEEDED FOR
CONSTRUCTION CONTRACTOR SHAll
PROVIDE TEMPORARY STORM DRAIN SYSTEM
DURING RELOCATION
IYPICAl SIDE SEWER CONNECTION SEE
DETAILS BAND ClC-1611
SUSPECT EXISTING WATER MAIN PIPE
MATERIAl TO BE ASBESTOS-CONCRETE
CONTRACTOR TO PROTECT EXISTING PIPE
BACKFill WITH CDF, VIBRATORY
COMPACTION NOT AlLOWED LIFT SIDEWAlK
PANELS EN LIEU OF JACKHAMMERlBREAKER
ATTACHMENT
EXISTING SEWER TO REMAIN IN OPERATION
@
@
@
@
ENCASE SEWER PIPE IN CONCRETE PER
DETAIL A1C-1401 OR IN A CASING PIPE AT
PIPE CROSSINGS THE CASING PIPE SHAll BE
THE LONGEST STANDARD LENGTH OF PIPE
AND SHALL BE INSTALLED SUCH THAT THE
JOINTS FALL EQUIDISTANT FROM ANY SEWER
CROSSING
@
@
@
WATER SERVICE POINT OF CONNECTION, SEE
DWG C-1202
OUTSIDE DROP MANHOLE CONNECTION, SEE
DETAIL A1C-1612
REMOVE AND REPLACE EXISTING CONCRETE CURB @
AFFECTED BY THIS WORK TO A CONDITION EQUAL
TO OR BETTER THAN EXISTED PRIOR TO
CONSTRUCTION
@
8" SEWER SERVICE STUB FOR FUTURE
SUBMAIN CONNECTION PLUG AND MARK END
SIMILAR TO THAT SHOWN IN DETAIL B1C-1611
PLUG TO BE LOCATED 5' OUTSIDE OF THE
EDGE OF PAVEMENT
RESTORE GRAVEL DRIVE AFFECTED BY THIS
WORK TO A CONDITION EQUAl TO OR BETTER
THAN EXISTED PRIOR TO CONSTRUCTION FOR
GRAVEL RESTORATION SEE DETAIL C/C-1512
@
DATE /4PP
PORT ANGELES
EASTERN URBAN GROWTH AREA
GENERAL
GENERAL NOTES AND KEY NOTES
FILENAME
130282-G-1006
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
BY
ZONE REV
SEATTLE. WA DESIGNED AMLl
DRAWN H1.W
SUBMITIED" DATE CHECKED- MVO
CHECKED
APPROVED DATE APPROVED TJK
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PLAN AND PROFILE DRAWING
KEY NOTES: (CONTINUED)
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RESTORE CONCRETE DRIVEWAY APRON
AFFECTED BY THIS WORK TO A CONDITION
EQUAL TO OR BETTER THAN EXISTED PRIOR
TO CONSTRUCTION FOR DRIVEWAY
RESTORATION SEE DETAlLAlG-1511
@
REPLACE EXISTING LANDSCAPE IRRIGATION
AFFECTED BY THIS WORK. RESTORE
LANDSCAPE PLANTINGS TO A CONDITION
EQUAL TO OR BETTER THAN EXISTED PRIOR
TO CONSTRUCTION COORDINATE WITH
PROPERlY OWNER IF PLANTING
SUBSTITUTIONS ARE REQUIRED DUE TO
DAMAGE
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@
@
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COMBINATION AIR-VACUUM RELIEF
ASSEMBLY, SEE DETAILAlC-1603
IX)
PERMANENT UTI lilY EASEMENT
ISOLATE THE NORTH DRAlNFIELD LATERAl AT
D-BOX REMOVE DRAINFIELD LATERAl TO
THE EXTENT AFFECTED BY THIS WORK
@
PRECAST MANHOLE WITH CAST-IN-PLACE
BASE AND TOP SlAB, SEE DWGS 5-1203 AND
S-1303 KOR-N-SEAL FLEXIBLE CONNECTIONS
OR APPROVED EQUAL
ELECTRICAl SPLICE VAULT, SEE DWG E-1202
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INSTALL PLUG VALVE AND TWO-PIECE CAST
IRON VALVE BOX IN FORCE MAIN
EXISTING WATER SERVICE TO REMAIN IN
SERVICE
LIMITS OF SAWCUTTING (TYP)
45. VERTICAl BEND, SEE DWG C-1601 FOR
IYPICAl THRUST PROTECTION
WWTP HEADWORKS CONNECTION, SEE
DETAIL A1C-1602
CONCRETE UTllIIY BLOCK, 2 5' X 5 0' X 2.5'
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EXISTING CURTAIN DRAIN TO REMAIN, DO
NOT DISTlJRB
PIPE ANCHORAGE PER GEOTECHNICAl
RECOMMENDATION, SEE DWG C-1601
SILT FENCE, SEE DETAlLAlC-1102
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EXISTING 150 KVA TRANSFORMER, ROUTE
FORCE MAIN EAST BEHIND TRANSFORMER
SEWER CLEAN OUT SEE DETAILAlC-1611
...,
UPON COMPLETION OF SEWER INTERCEPTOR,
MAKE FINAL CONNECTION OF SIDE SEWER,
ABANDON GRAVIIY SEPTIC DRAlNFIELD AND
SEPTIC TANK PUMP SEPTIC TANK, CRUSH OR
REMOVE TANK LID, BREAK STRUCTlJRE DOWN
TO A DEPTH OF AT lEAST 40FT BELOW FINISH
GRADE, PLUG ALL CONNECTIONS AND FILL
WITH SAND AND COMPACT TO 90 PERCENT
MAXIMUM DENSITY
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PIPE CROSSING FORCE MAIN ABOVE GRAVlIY
SEWER, SEE DETAIL B1C.1401 FOR PIPE
CUSHION IF NEEDED
CDF OR CONCRETE CHECK DAM, 5'.{)" LONG
POUR NEAT AGAINST THE TRENCH BASE AND
WAllS, EXTEND TO WITHIN 1-FT OF FINISH
GRADE
CONCRETE RESTRAINT, SEE DWG C-1601
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THRUST BLOCKING, SEE DWG C-1412
FORCE MAIN JOG AT SANITARY SEWER
MANHOLE, SEE DETAILNC-1402
ORAV\IING NUMBER
G-1006
SHEET NUMBER
OF
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SEATTLE. WA DESIGNED' AUll.
DRAVIIN HLW
SUBMITTED DATE CHECKED MVO
CHECKED
APPROVED DATE APPROVED TJ1< I EXPIRES 3123108
8ROWo1ANDCAl.JMEll
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GENERAL NOTES:
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ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF PORT ANGELES
URBAN SERVICES STANDARDS AND GUIDELINES (A COPY OF WHICH IS AVAILABLE ON
THE CITY'S WEBSITE OR THE PUBLIC WORKS AND UTILITIES DEPARTMENT'S
ENGINEERING SERVICES DIVISION), THE LATEST WASHINGTON STATE STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, AND ANY
PROJECT SPECIFIC SPECIAL PROVISIONS, CONDITIONS AND REQUIREMENTS
2 HORIZONTAL AND VERTICAL CONTROLS/DA TUM AS ADOPTED BY THE CITY SHALL BE
USED, UNLESS OTHERWISE APPROVED IN WRITING
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3 THE CONTRACTOR SHALL GIVE THE CITY AT lEAST 48 HOURS NOTICE FOR REQUIRED
INSPECTION OF CONSTRUCTION AND ALL CONCRETE POURS
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4 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING STREET SIGNS, LIGHTS, UTILITIES, CONTROL WIRING
AND OTHER APPURTENANCES '
5 THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING TRENCHES IF SHORING IS
NOT ADEQUATE, THE CITY CREWS WILL NOT ENTER THE TRENCH AND THE
CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF AN ADDITIONAL TRIP TO THE
SITE BY THE CITY CREWS
6 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE AT1-a00-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION THE
CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS
ONCE THE UTILITIES HAVE BEEN LOCATED
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BROWN AND CALDWELL
UNE IS 2 INCHES
AT FULL SIZE
(IF HOT 2" . SCALE ACCORDlNGL Y)
I EXTERNAL REFERENCE ALES
EUGA-BC- 'fB.02 dwo
KEmtAHN- TODD dWIJ
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SANITARY AND STORM SEWER NOTES:
THE CITY SHALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A DIVERSION OF
FLOWS IN THE WASTEWATER SYSTEM NO DISRUPTION OF SEWER SERVICE WILL BE
ALLOWED
2 TRENCHING AND SHORING OPERATIONS SHALL NOT PROCEED MORE THAN 100 FEET
IN ADVANCE OF PIPE LAYING WITHOUT APPROVAL OF THE CITY AND SHALL BE IN
ACCORDANCE WITH WASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION
(WISHA) AND THE FEDERAL OFFICE OF SAFETY AND HEAlTH ADMINISTRATION (OSHA)
STANDARDS
3 ALL SEWER MAINS SHALL BE HIGH VELOCITY CLEANED AND PRESSURE TESTED
PRIOR TO PAVING THE STREETS IN CONFORMANCE WITH THE WSDOT
SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE HYDRANT FLUSHING OF LINES IS
NOT AN ACCEPTABLE CLEANING METHOD AN AIR TEST OF ALL THE LINES IS THE
MINIMUM TESTING REQUIRED TESTING OF THE MAIN MAY INCLUDE TELEVISION
INSPECTION, IF DIRECTED BY THE CITY TESTING SHALL TAKE PLACE AFTER ALL
UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY
SUBGRADE IS COMPLETED
4 PRIOR TO BACKFILLING, ALL SEWER LINES AND APPURTENANCES SHALL BE
INSPECTED AND APPROVED BY THE CITY'S INSPECTOR APPROVAL SHALL NOT
RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR
FAILURE AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY FOR THE REQUIRED
INSPECTIONS
5 CONNECTION OF A SEWER MAIN TO A SYSTEM WHERE A MANHOLE IS NOT AVAILABLE
SHALL BE ACCOMPLISHED BY POURING A CONCRETE BASE AND SETTING MANHOLE
SECTIONS THE EXISTING PIPE SHALL ONLY BE CUT INTO BY CITY CREWS, UNLESS
OTHERWISE APPROVED
6
ECCENTRIC MANHOLE CONES SHALL BE OFFSET SO AS NOT TO BE LOCATED IN THE
TIRE TRACK OF A TRAVELED LANE AND SHALL BE IN LINE WITH THE MANHOLE STEPS
7
MANHOLE FRAMES AND COVERS SHALL BE CAST IRON MARKED "SEWER"
CONFORMING TO THE REQUIREMENTS OF ASTM A536, GRADE 80-55-06 REPAIR OF
DEFECTS SHALL NOT BE PERMITTED
8
SAFETY STEPS SHALL BE FABRICATED OF POLYPROPYLENE CONFORMING TO ASTM
0-4101, INJECTION MOLDED AROUND A 1/2 INCH ASTM A-a15 GRADE STEEL
REINFORCING BAR WITH ANTI-SLlP TREAD STEPS SHALL PROJECT UNIFORMLY FROM
THE INSIDE WALL OF THE MANHOLE STEPS SHALL BE INSTALLED TO FORM A
CONTINUOUS VERTICAL LADDER WITH RUNGS EQUALLY SPACED ON 12 INCH
CENTERS AND INSTALLED PER WSDOT STANDARD PLAN 8-24
9 MINIMUM SLOPE THROUGH THE MANHOLE SHALL BE 1/10TH OF ONE FOOT FROM THE
INVERT IN TO THE INVERT OUT ALL MANHOLES SHALL BE CHANNELED
10 A MANDREL TEST IN ACCORDANCE WITH WSooT SECTION 7-17 3(2)G MAY BE
REQUIRED BY THE CITY ENGINEER ON SEWERS EXCEPT LATERALS
11 THE CONTRACTOR SHALL INSPECT SEWER SERVICE LINES FOR BLOCKAGE OR
DAMAGE AND REPLACE ACCORDINGLY UP TO THE RIGHT OF WAY LIMITS
12 WHEN THE SEWER LINE CROSSES AN EXISTING WATER MAIN, THE CONTRACTOR
SHALL VERIFY THAT THERE IS AN 18 INCH SEPARATION BETWEEN THE PIPES IF
THERE IS LESS THAN 18 INCHES CLEARANCE, THE CONTRACTOR SHALL CUT THE
SEWER PIPE AS NECESSARY TO ASSURE THAT NO JOINTS IN THE SEWER PIPE ARE
CLOSER THAN 10 FEET FROM THE CROSSING
REVISIONS
DESCRIPTION
BY
DATE APP
ZONE REV
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WATER NOTES:
THE CITY SHALL BE GIVEN AT LEAST 72 HOURS PRIOR NOTICE PRIOR TO SCHEDULING
A PLANNED CUT-IN, LIVE TAP OR OTHER CONNECTION TO THE EXISTING WATER
SYSTEM THE EXISTING VALVE MUST BE PRESSURE TESTED TO WSDOT STANDARDS
PRIOR TO CONNECTION IF THE EXISTING VALVE FAILS TO PASS THE TEST, THE
CONTRACTOR MUST MAKE THE NEC[SSARY PROVISIONS TO TEST THE NEW LINE
PRIOR TO CONNECTION TO THE EXISTING SYSTEM, OR INSTALL A NEW VALVE ALL
NEW WORK MUST BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-00 3(23) THE WATER MAIN
SHALL NOT BE TESTED UNTil THE LINES HAVE BEEN FLUSHED OF CHLORINE IN
EXCESS OF 2 PPM THE WATER MAIN SHALL BE TESTED BETWEEN VALVES ALL
TESTING SHALL BE WITNESSED BY A CITY REPRESENTATIVE
2
THE CONTRACTOR SHALL PROVIDE THE NECESSARY EQUIPMENT AND SHALL
PROVIDE ALL WORK ASSOCIATED WITH BACTERIOLOGICAL AND PRESSURE TESTS
DISINFECTION OF WATERMAINS SHALL BE ACCOMPLISHED ACCORDING TO THE
REQUIREMENTS OF WSDOT SPECIFICATION 7-09 3(24) AT NO TIME SHALL
CHLORINATED WATER BE FLUSHED I,\JTO DITCHES, STORM DRAINS, OR ANY BODY OF
FRESH WATER, INCLUDING ANY SYSTEM LEADING TO A BODY OF FRESH WATER
BACTERIOLOGICAL SAMPLES FOR TESTING CAN ONLY BE TAKEN MONDAY THROUGH
THURSDAY UNTIL 3 00 PM - WHEN THE TESTING LAB IS OPEN THESE TESTS WILL BE
DONE BY THE CITY AT THE CITY'S EXPENSE, UNLESS IT IS A REPEAT SAMPLE, WHICH
SHALL BE AT THE CONTRACTOR'S EXPENSE
3
4
THE EXISTING VALVES SHALL ONLY BE OPERATED BY CITY EMPLOYEES
5
DURING CONSTRUCTION OF THE MAINS AND SERVICES, THE CONTRACTOR SHALL
CAP, PLUG OR SECURE THE ENDS OF THE LINES WHENEVER THE PROJECT IS SHUT
DOWN AT THE END OF EACH DAY SO THAT CONTAMINATES WILL NOT ENTER THE
LINES
6
THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING WATER MAINS
APPURTENANCES AND SERVICE LINES ENCOUNTERED DURING CONSTRUCTION, AND
SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING SYSTEM OCCURRING
DURING THE COURSE OF CONSTRUCTION
7
THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" OF VERTICAL SEPARATION
BETWEEN CROSSINGS OF SANITARY SEWER AND WATER MAINS THE LONGEST
STANDARD LENGTH OF WATER PIPE SHALL BE INSTALLED SO THAT JOINTS FALL
EQUIDISTANT FROM THE CLOSEST POINT OF CROSSING IF MINIMUM SEPARATION
CANNOT BE MAINTAINED, IT MAY BE NECESSARY TO ENCASE THE WATER AND/OR
SEWER PIPE IN CONCRETE NO CONCRETE SHALL BE INSTALLED UNLESS
SPECIFICALLY DIRECTED AND INSPECTED BY THE CITY.
PORT ANGELES
~~ EUGA (i)
~~ INTERCEPTOR
~ __ # PROJECT .
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EASTERN URBAN GROWTH AREA
GENERAL
COPA GENERAL NOTES
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FILENAME
130282-G-1oo7
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAWING NUMBER
G-1007
SHEET NUMBER
OF
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F G H J K L M N 0 p
CONTROL POINT TABLE SURVEY DESCRIPTOR ABBREVIATIONS SURVEY NOTES:
SHEET CONTROL N E ELEVATION DESCRIPTION
NO POINT BC BRASS CAP 0
C-2027 CP21 1020340 18 412972 24 27917 FRC-32-4 BT BRASS TACK ~
C-2027 CP22 1020492 49 41307693 281.97 FRC #695 FCC FOUND CONDUIT AND CAP PROJECT t
FIP/CAP FOUND IRON PIPE AND CAP
C-2026 CP23 1020903 70 41340872 282 90 SPKlWASHER FND FOUND DATUMS
C-2025 CP24 1021261 54 413638 11 275 55 FRC S58-69 FPK FOUND PK NAIL
FRC FOUND REBAR AND CAP HORIZONTAL NAD 83/91
C-2024 CP25 102167121 41388249 2649 FPK S9/126 PK PK NAIL VERTICAL NAVO 88 NAVD 88
C-2023 CP26 102198220 41408900 2434 FIP/CAP S9/126 SPK SPIKE
C-2022 CP27 1022594 43 414472 23 205 72 FCC SP10166 SRC SET REBAR AND CAP
0>
C-2021 CP28 1022970 79 41469164 19933 FRC S17/59
C-2020 CP29 1023244 67 415004 67 19594 FRC 10/100
C-2019 CP30 102326810 41527504 19258 FRC 5101100
C-2019 CP31 1023280 67 41565900 164 02 SPK 1719
BENCH MARK TABLE
.
o
A B C D E
CONTROL POINT TABLE
SHEET CONTROL N E ELEVATION DESCRIPTION
NO POINT
C-2003 CP1 41641823 1013253 84 1188 BC CL P7131
C-2004 CP2 41640582 1013576 28 12498 PK 3RD & CHESNUT
C-2005 CP3 41638340 101414514 13158 PK 3RDIBEECH
C-2006 CP4 41639712 101469596 13653 FCC S18~2
C-2007 CP5 416341 86 1015244 74 13987 FND BC BAKERI3RD
C-2008 CP6 41596707 1015230 26 14613 BT SPK 4TH & BAKER
C-2009 CP7 41559722 101521608 15525 IRON ROD 5TH AND BAKER
C-2009 CP8 41522755 101518520 16880 SPK 1685
C-2010 CP9 41485747 101518786 18184 BC CL 7TH & BAKER
C-2011 CP10 414321 89 101517488 200 37 PK 2376
C-2012 CP11 41428339 101575377 19945 SPK 2374
C-2018 CP12 413297.65 1018063 72 230 64 FIP S6n6
C-2033 CP13 41350295 101804386 228 03 FRC S6n6
C-2034 CP14 414006 62 101812876 209 24 FRC BSP 1/1
C-2035 CP15 41404124 101870605 205 23 FIP Sl2/64
C-2036 CP16 41395188 101936680 21959 FRC BSP 1/2
C-2038 CP17 41391897 1020134 34 233 64 SRC #2779
C-2032 CP18 41307840 101809774 23791 FND NAIL
C-2031 CP19 41308832 1018663 12 244 31 SRC #2244
C-2029 CP20 41306319 101951596 265 05 FCC S7~
, "5:~t>-)
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0>
SHEET CONTROL N E ELEVATION DESCRIPTION ex)
NO POINT
C-2015 BM1 41361314 1016800 06 226 84 L1STCOPA GEODETIC CNTRL
PT 06301280 (116-2-1)
* BM2 41055898 101663876 357 97 COPA GEODETIC CNTRL PT
06301350 (Kl6-1-1)
* BM3 41671746 101309040 115.99 COPA GEODETIC CNTRL PT
063012680 (H15-1-1)
* BENCHMARK LOCATED OUTSIDE OF PROJECT WORK AREA I'-
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LINE IS 2 INCHES
ATFUU SIZE
IF NOT r -SCAL.EACCORDlNGlVl
SEATTLE. WA
ZONE REV
REVISIONS
DESCRIPTION
BY DATE APP
EASTERN URBAN GROWTH AREA
CIVIL
FILENAME
130282-C-1001
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
SUBMITTED
DATE
DESIGNED AMU.
DRAWN HLW
CHECKED MIlO
CHECKED
APPROVED TJK
C
DRAWING NUMBER
PROJECT CONTROL PLAN
C-1001
APPROVED
DATE
EXPIRES 3123108
A
B
D
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SHEET NUMBER
OF
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TEMPORARY EROSION AND SEDIMENT CONTROL STANDARD NOTES
APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DDES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E G , SIZE AND
LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC )
2 THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLlCANTfTESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED
H
WET SEASON REQUIREMENTS (OCTOBER 1 TO APRil 30)
NO SOIL MAY REMAIN EXPOSED FOR MORE THAN /WO DAYS
2 STOCKPILES, STEEP CUT AND FlU SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN
12 HOURS
3 COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE
4 ALL AREAS TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF
THE BEGINNING OF THE WET SEASON
5 MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS
6 FIFTY (50) LINEAR FEET OF SILT FENCE AND THE NECESSARY STAKES PER ACRE OF DISTURBANCE
MUST BE STOCKPILED ON SITE
7 SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF-SITE DISCHARGE IS ANTICIPATED FOR THE
SPECIFIED DESIGN FLOW
8 SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF-SITE DISCHARGE IS ANTICIPATED
FOR THE SPECIFIED DESIGN FLOW
9 ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A
SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A
WELL-VEGETATED, GENTLY SLOPING AREA A STRAW BALE FILTER SHALL BE PLACED AROUND THE
DISCHARGE FROM THE DEWATERING PUMP IF THERE IS NO SPACE FOR A SEDIMENT TRAP OR 25
FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHAU BE REQUIRED
10 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED WEEKLY
b
SEDIMENT AND DEBRIS.J ) b
FILTERED WATER DRIP ~
NOTES
INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING OR EXCAVATION ACTIVITY
2 SEDIMENT SHAU BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FUU (12" FROM
THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE)
3 SEDIMENT REMOVAL SHAU BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING,
AND RE-INSERTING IT INTO THE CATCH BASIN DISPOSE OF SEDIMENT IN ACCORDANCE
WITH LOCAL, STATE AND FEDERAL REGULATIONS
4 DURING THE CONSTRUCTION PERIOD, ADDITIONAL CATCH BASIN INSERTS OTHER THAN
THOSE INDICATED ON THE DRAWINGS SHAU BE INSTALLED AS NEEDED TO PREVENT
CONSTRUCTION RUNOFF FROM ENTERING UNPROTECTED CATCH BASINS
CATCH BASIN SOCK
DETAIL Q
NO SCAlE
ZONE REV
REVISIONS
DESCRIPTION
DATE APP
0>
3 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED
BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO
CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING
LIMITS SHALL BE PERMITTED THE CLEARING LIMITS SHALL BE MAINTAINED BY THE
APPLlCANTfTESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION
4 THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF
SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED
5 THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED
SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHAU BE
UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR
CHANGING SITE CONDITIONS (E G , ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES OR SILT
FENCES, ETC )
6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLlCANTfTESC SUPERVISOR AND
MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING WRITTEN RECORDS SHAU BE KEPT
OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT 1 TO APRIL 30)
AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT 30)
7 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR /WO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON
SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E G , SEEDING,
MULCHING, PLASTIC COVERING, ETC )
8 ANY AREA NEEDING TESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHAU BE
ADDRESSED WITHIN FIFTEEN (15) DAYS
9 THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOUOWlNG A STORM EVENT
10 AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
A CATCH BASIN ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
PAVING THE CLEANING OPERATION SHAU NOT FLUSH SEDIMENT -LADEN WATER INTO THE
DOWNSTREAM SYSTEM
11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES,
SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
FOR THE DURATION OF THE PROJECT
12 ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHAU BE
MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM,
THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM SIDES ARE AT LEAST THREE
(3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY
13 WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHAU BE APPLIED
AT A MINIMUM THICKNESS OF 2 TO 3 INCHES
K
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14 PRIOR TO THE BEGINNING OF THE WET SEASON (OCT 1), AU DISTURBED AREAS SHALL BE
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS
DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON
A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED
SHAU BE SUBMITTED TO THE DDES INSPECTOR THE DOES INSPECTOR CAN REQUIRE SEEDING
OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR
DRAINAGE FACILITIES
M
N
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BROWN .l,I\D CALDWELL
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BOTTOM
OF DITCH
0>
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" . SCALE. ACCORDlNGl Y)
I EXTERNAL REFERENCE FILES
EUGA-BC.TB-02 dWQ
KEITHAHN TODD dwa
'"
CHECK DAM UNIT
PLAN VIEW
SEWN EDGE OF
CHECK DAM SHALL BE
UPSTREAM
GEOTEXTILE FULLY ENCASES
FOAM CORE & EXTENDS AS
APRONS ON EITHER SIDE
TRENCH (3" - 6" WIDTH
AND DEPTH) ~
STAPLES ~
FLOW _____ \
'^^A
0~~~^
"'/ // // //1
SEATTLE. WA DESIGNED AMLL
DRA\Mt Hl.W
SUBMITTED DATE CHECKED MVO
CHECKED
APPROVED DATE APPROVED TJ1( I EXPIRES 3I23IllO
""""'''''''''''''"-
A B C D E G H
PORT ANGELES
b~ EUGA (i)
~~ INTERCEPTOR
~~ PROJECT
't ...
J K l
BY
co
......
FRONT VIEW
SECTION B-B
CHECK DAM INSTALLATION
FOR V-BOTTOM DITCH
POINT A MUST BE A MINIMUM OF 3"
HIGHER THAN POINT B TO ENSURE
THAT WATER FLOWS OVER THE DIKE
AND NOT AROUND THE ENDS
<0
MINIMUM HEIGHT SHAU BE 8"
CHECK DAM UNIT (SHAPE MAY VARY)
FOAM CORE
STAPLES (8" -12" LENGTH)
EXISTING GROUND
FLOW _
ll)
2'-0"
1'-6"
SIDE VIEW
SECTION A-A
'<l"
NOTES
1 DIG TRENCH 1'-6" TO 2'-0" UPSTREAM FROM SEWN EDGE
2 PLACE AND STAPLE APPROXIMATELY 3" OF THE FRONT APRON IN THE TRENCH
& BACKFILL PLACE THE REAR APRON UNDER THE CHECK DAM UNIT
EXTENDING OUT THE DOWNSTREAM SIDE
3 TO ASSEMBLE MORE THAN ONE SECTION, OVERLAP THE FABRIC 6" WITH THE
ENDS OF THE UNITS TIGHTLY ABUTTED
<')
4 STAPLE THE FRONT APRON DOWN IN THE TRENCH AND BACKFILL
5 FINISH STAPLING USING THE PATTERN AS SHOWN IN PLAN VIEW
SilT DIKE CHECK DAM
DETAIL G;)
NO SCAlE
N
EASTERN URBAN GROWTH AREA
CIVil
TEMPORARY EROSION
AND SEDIMENT CONTROL
DETAILS - 1
FILENAME
130282-C-l101
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAWING NUMBER
C-1101
M N
o
SHEET NUMBER
OF
P
.
.
.
A
B
C
GEOTEXTILE MATERIAL
D
E
F
G
H
2" X 2" WOOD POST
AL T STEEL FENCE POSTS
GEOTEXTILE (SILT FENCE) MATERIAL 60"
6" WIDE ROLLS USE STAPLES OR WIRE
RINGS TO ATTACH FABRIC TO WIRE
o
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BACKFILL WITH NATIVE
SOIL OR 3/4" - 1 1/2"
WAHSED GRAVEL IN
TRENCH AND ON BOTH
SIDES OF FILTER FENCE
FABRIC ON THE SURFACE \
<Xl
NOTES
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N :i
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--~------IT1-----TI------~--- ~
U ~ U U-
I 6' MAX I BURY BOTTOM OF GEOTEXT1LE MATERIAL
IN 4" X 4" TRENCH MIN
2" X 2" WOOD POSTS, STANDARD OR BETTER OR
EQUAL ALTERNATE STEEL FENCE POSTS
5 SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED
THE GEOTEXTILE SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE
NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A
SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS
SECURELY FASTENED TO THE POST
6 SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND
AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY
2 THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND
DRIVEN SECURELY INTO THE GROUND {MINIMUM OF 12 INCHES}
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES
DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE
GEOTEXTILE TO BE BURIED
I'-
7 REMOVE SEDIMENT WHEN IT REACHES 1/3 OF FENCE HEIGHT AND AT
SUBSTANTIAL COMPLETION
4 GEOTEXTILE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE
POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG THE
GEOTEXT1LE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND
SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND
SURFACE
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~
NOTES
1. CONTRACTOR SHALL INSTALL AND MAINTAIN
STABILIZED CONSTRUCTION ENTRANCES AT
ALL LOCATIONS WHERE VEHICLES
TRAVERSE DIRT SURFACES PRIOR TO
ENTERING PAVED PUBLIC ROADS
2 THE ROCK PAD SHALL BEAT LEAST 12"
THICK AND 100' LONG MATERIAL SHALL BE
4" TO 8" QUARRY SPALLS AND MAY BE
TOP-DRESSED WITH 1" TO 3" ROCK WIDTH
SHALL BE THE FULL WIDTH OF THE VEHICLE
INGRESS AND EGRESS AREA
3 ADDITIONAL ROCK SHALL BE ADDED
PERIODICALLY TO MAINTAIN PROPER
FUNCTION OF THE PAD
4 IF THE PAD DOES NOT ADEQUATELY
REMOVE THE MUD FROM THE WHEELS, THE
WHEELS SHALL BE HOSED OFF BEFORE THE
VEHICLE ENTERS A PAVED STREET THE
WASHING SHALL BE DONE ON AN AREA
COVERED WITH CRUSHED ROCK AND WASH
WATER SHALL DRAIN THROUGH A SILT
FENCE TO SILT DRAINAGE
5 IF SEDIMENT IS TRACKED OFFSITE IT SHALL
BE SWEPT OR SHOVELED FROM THE PAVED
SURFACE BEFORE WASHING
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LINE IS 2 INCHES
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TEMPORARY SILT FENCE
DETAil @
PROVIDE ROCK PAD
FULL WIDTH OF
INGRESSIEGRESS AREA
CONSTRUCTION ENTRANCE
DETAIL ~
NO SCALE
ZONE REV
REVISIONS
DESCRIPTION
I EXTERNAL REFERENCE FILES
EUGA-BC- T8.()2 dwO
KEllliAHN- TODD dwa
SEATTLE. WA DESIGNED- .......
DRAWN HLW
SUBMITTED DATE CHECKED MVO
CHECKED
APPROVED DATE APPROVED TJI( I
--"""'""'-
A B C 0 E G H
BY
1 OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING
OF MATERIALS SUBJECT TO CONSTRUCTION MANAGER'S
APPROVAL SURFACE PROTECTION" MEASURES REQUIRED
2 TRENCHING ALLOWED AS
FOLLOWS - EXCAVATION
BY HAND OR WITH
HAND-DRIVEN TRENCHER
MAY BE REQUIRED - LIMIT
TRENCH WIDTH DO NOT
DISTURB ZONE A
MAINTAIN 213 OR MORE OF
ZONE B IN UNDISTlJRBED
CONDITION
J
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TRENCHING/EXCAVATION
ZONE A (CRITICAL ROOT ZONE)
1 NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC
INSPECTION AND APPROVAL OF METHODS TO MINIMIZE
ROOT DAMAGE
2 SEVERANCE OF ROOTS LARGER THAN 2"DIA REQUIRES
CONSTRUCTION MANAGER'S APPROVAL
3 TUNNELING REQUIRED TO INSTALL LINES 3'-o"BELOW
GRADE OR DEEPER
ZONE B (DRIPlINE)
3 T1JNNELlNG MAY BE
REQUIRED FOR TRENCHES
DEEPER THAN 3'-0"
~LEVATIOtll
I I
I
Z9NE C, DIA=V<
ZONE B, DIA=lx
I I
ZO~E A, DIA=1A2 X
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ZONE C (FEEDER ROOT ZONE)
X
OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING
OF MATERIALS SUBJECT TO CONSTRUCTION MANAGER'S
APPROVAL SURFACE PROTECTION" MEASURES MAY BE
REQUIRED
2 TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS
FOLLOWS - MINIMIZE TRENCH WIDTH - MAINTAIN 213
OR MORE OF ZONE C IN UNDlSTlJRBED CONDmON
<Xl
I'-
FENCING/ROOT PROTECTION
4 FT CONSTRUCTION FENCING TO BE PROVIDED AND
MAINTAINED AT DRIPLlNE
CONSTRUCTION MANAGER'S APPROVAL REQUIRED FOR
USE/ACCESS WITHIN ZONE B PERMISSION FOR
USE/ACCESS REQUIRES SURFACE PROTECTION FOR
ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B
~
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* SURFACE PROTECTION MEASURES
1 MULCH LAYER, 6"-8"DEPTH
2 314"PL YWOOD
3 STEEL PLATES
It)
~
C')
TREE PROTECTION DURING CONSTRUCTION
DETAil ~
NO SCALE
DATE APP
N
EASTERN URBAN GROWTH AREA
CIVIL
TEMPORARY EROSION
AND SEDIMENT CONTROL
DETAilS - 2
FILENAME
130282-C-l102
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRA\tVING NUMBER
C-11 02
SHEET NUMBER
OF
M
p
N
o
0 NOT USED
@ 22' x 15" BIO-INFIL TRATION SWALE
@ 6' HIGH CHAINLINK FENCE WITH PRNACY
SLATS, TOPPED WITH BARBED WIRE SEE
DETAIL AlC-1501
@ GRAVEL DRNEWAY, SEE DETAIL CIC-1512
@ SILT FENCE, SEE DETAiL AlC-1501
@ PAD MOUNTED TRANSFORMER, SEE DWG
E-1201
'\ @ BOLLARD, SEE DETAIL B1C-1502
'\ @ REMOVABLE BOLLARD, SEE DETAIL C1C-1502
'\ @ 16' WIDE DOUBLE SWING GATE, SEE DETAIL
AlC-1501
@ REDUCED PRESSURE BACKFLOW
PREVENTER, SEE DOO C-1202
PLAN
SCALE 1" = 5' SITE LAYOUT TABLE SITE LAYOUT TABLE
POINT NORTHING EASTING DESCRIPTION POINT NORTHING EASTING DESCRIPTION
NO NO.
PT1 41402315 1018164 96 CENTER, PS-12 PT10 41403788 101811148 NW CORNER GRAVEL
DRIVE
PT2 414021.04 1018172 88 SE CORNER, VALVE PT 11 41403030 101819559 SW CORNER GRAVEL
VAULT DRIVE
PT3 41403211 1018140 73 NWCORNER, VALVE PT12 41401042 101812696 PC, GRAVEL DRIVE
VAULT
PT4 41403030 101819559 NW CORNER, CONTROL PT13 41400876 101817719 SE CORNER GRAVEL
BUILDING DRIVE
PT5 41401980 101819559 SE CORNER, CONTROL PT14 41402075 1018177 78 NE CORNER,GRAVEL
BUILDING DRNE
PT6 414004 44 101823031 SE CORNER, FENCE PT15 414022 40 101817778 PC, GRAVEL DRNE
PT7 414034 94 101813729 NW CORNER, FENCE PT16 414013228 101819736 NW CORNER,
GENERATOR SLAB
PT8 41400754 1018136 36 SW CORNER, FENCE PT17 41400773 101821023 SE CORNER,
GENERATOR SLAB
PT9 41403164 1018231.24 NE CORNER, FENCE PT 18 41402970 101821023 CENTER, XFRMR
.
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LINE IS 2 INCHES
ATFULLSIZE
(IF NOl r. SCALE. ACCORDINGlY)
REVISIONS
DESCRIPTION
APPROVED
DRA\MoI
CHECKED
CHECKED
DATE _ APPROVED- TJK
PORT ANGELES
~ EUGA (i)
~~ INTERCEPTOR
~~ PROJECT
"'€''>l ,W
J K L
N
o
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GENERAL NOTES:
LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE POTHOLE
EXISTING UTILITIES AND NOTIFY ENGINEER
OF CONFLICTS
SITE PLAN KEY NOTES:
CD 12" ADS N-12 CULVERT EXTENSION
CD EXISTING TELECOMMUNICATIONS SERVICE
CABINET
CD WATER METER WITH H-20 RATED VALVE
BOX, SEE DWG C-1712
o YARD HYDRANT, SEE DWG C-1202
CD DIESEL GENERATOR EQUIPMENT PAD, SEE
DETAIL B/S-l00l
o ELECTRICAL CONTROL ROOM, SEE DWG
S-1201
o CAST-IN-PLACE VALVE VAULT WITH H-20
TRAFFIC RATED HATCH, SEE DWG S-1011
o
PRECAST MANHOLE RISER SECTIONS WITH
CAST-IN-PLACE BASE AND TOP SLAB SEE
DWG S-1203
SEATTLE. WA
OESIGNEO AMLL
EASTERN URBAN GROWTH AREA
CIVIL
PUMP STATION 12
SITE PLAN
FILENAME
130282-C-1201
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
ZONE REV
BY
DATE APP
LAKlHLW
SUBMITTED
DATE
MOJO
A
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C-1201
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REVISIONS
OESCRIPTION
ZONE REV
BY DATE APP
M
~-",-....,- -,
N1
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'\
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YARD PIPING LAYOUT TABLE
POINT NORTHING EASTING DESCRIPTION
NO
PT1 4138n 76 101812103 SERVICE SADDLE
PT2 41400897 101812884 WATER METER
PT3 41402910 1018819213 YARD HYDRANT
PT4 41401059 101819152 RPBP
PORT ANGELES
SEA TTLE. WA DESIGNED AMU.
DRAW>l UOOHlW
SUBMm DATE CHECKED MIlO
CHECKED
APPROVED DATE _ APPROVED- TJK
""'""""'.......",
A B C G H K
N
o
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GENERAL NOTES:
o
~
LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE POTHOLE
EXISTING UTILITIES AND NOTIFY ENGINEER
OF CONFLICTS
KEY NOTES:
CD 12" ADS N-12 CULVERT EXTENSION
CD 2" SERVICE SADDLE AND CORPORATION
STOP, SEE DETAIL B/C-1702
o 90. BEND
o WATER SERVICE WITH H-20 TRAFFIC RATED
BOX AND READER LID, SEE DETAIL AlC-1712
o YARD HYDRANT, SEE DETAILAlC-1701
o DIESEL GENERATOR, SEE DWG C-1201
CD ELECTRICAL CONTROL ROOM, SEE C-1201
o CAST-IN-PLACE VALVE VAULT, SEE DWG
C-1201 AND S-1011
o BIC-INFILTRATION SWALE, SEE DWG C-1201
@ PAD MOUNT TRANSFORMER, SEE DWG
C-1201
a>
co
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@ BOLLARD, SEE DWG C-1201
@ 6' CHAINLINK FENCE, SEE DWG C-1201
@ 10
4" PERFORATED PVC UNDERDRAlN PIPE PER
SECTION 9-05 2(6), BEDDED IN A ZONE OF
FREE-DRAINING GRANULAR MATERIAL IN
ACCORDANCE WITH SECTION 7-01
@ 4" TF-1 TIDE FLEX SLIP ON CHECK VALVE OR
APPROVED EQUAL WHERE FOUNDATION
DRAIN DAYLIGHTS
@ EXISTING TELECOMMUNICATIONS SERVICE III
CABINET, TO REMAIN
@ EXISTING UNDERGROUND
TELECOMMUNICATIONS, TO REMAIN
@ 3/4" REDUCED PRESSURE BACKFLOW
PREVENTER, SEE SECTION 15124 AND
DETAIL BI C-1701
'<t
M
N
EASTERN URBAN GROWTH AREA
CIVIL
PUMP STATION 12
YARD PIPING PLAN
FILENAME
130262-C-'20'
Be PROJECT NUMBER
'30262
CUENT PROJECT NUMBER
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C-1202
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PLAN
SCALE 1" = 5'
BROWN ~ND CALDWELL
BY DATE APP
LINE IS 2 INCHES
AT FULL SIZE
(IF HOT T . SCALE ACCORDlNGL Y)
REVISIONS
DESCRIPTION
ZONE REV
SEATTLE. WA DESIGNED AMLl
DRAWN lAI<
SUBMITTED DATE CHECKED MIlO
CHECKED
APPROVED DATE _ APPROVED TJI< I EX~S3/23ltl8
""""''''''''''"''"''
A B C 0 E G H
K L M
SITE LAYOUT TABLE
POINT NORTHING EASTING DESCRIPTION
NO
PT1 41560590 1023278 02 CENTER, PS-13
PT2 41560059 1023267 12 SE CORNER, VALVE
VAULT
PT3 41561121 1 023234 29 NWCORNER, VALVE
VAULT
PT4 41561142 102321953 CENTER, XFRMR
PT5 41564787 1023235 43 NW CORNER, CONTROL
BUILDING
PT6 41563208 1023255 81 SE CORNER, CONTROL
BUILDiNG
PT7 41559980 1023283 56 SE CORNER, FENCE
PT8 415654 48 102321457 NW CORNER, FENCE
PT9 415560111 102321357 SW CORNER, FENCE
PT10 41565317 1023284 56 NE CORNER, FENCE
PT 11 41563370 102323117 SE CORNER,
GENERATOR SLAB
PT12 41564683 1023226 33 NW CORNER,
GENERATOR SLAB
PT13 41562560 1023225 40 NWCORNER, GRAVEL
DRIVE
PT14 41562478 102327821 PC, GRAVEL DRIVE
PT15 41563867 1023293 40 PT, GRAVEL DRIVE
PT 16 41559705 1023291 04 PT, GRAVEL DRIVE
PTH 41561283 1023276 33 PC, GRAVEL DRIVE
PT18 41561374 1023225 40 SWCORNER, GRAVEL
DRIVE
N
o
p
GENERAL NOTES:
1 LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE POTHOLE
EXiSTING UTILITIES AND NOTIFY ENGINEER
OF CONFLICTS
KEY NOTES:
o
.....
o DEMO EXISTING CONCRETE CURB
CD DEMO LUMINAIRE AND LUMINAIRE BASE
PULL CONDUCTOR WIRE BACK TO CLOSEST
SPLICE BOX OR PANEL
o 25' x 17'-4" BIO-INFILTRATlON SWALE
(3) 12" ADS N-12 CULVERT SEE DETAiL
A1C-1512_
CD WATER METER WITH 1-1-20 RATED VALVE
BOX, SEE DWG C-1712.
CD DIESEL GENERATOR EQUIPMENT PAD, SEE
DETAIL B/S-l00l
r]\ ELECTRICAL CONTROL ROOM, SEE DWG
I..:J 5-1301
o ODOR CONTROL CHEMICAL ROOM, SEE DWG
5-1301
o CAST-iN-PLACE VALVE VAULT WITH H-20
TRAFFIC RATED HATCH, SEE DWG 5-1011
@ PAD MOUNTED TRANSFORMER, SEE DWG
E-1301
@ 6' HIGH CHAIN LINK FENCE WITH PRIVACY
SLATS, TOPPED WITH BARBED WIRE SEE
DETAIL A1C-1501
@ 16' WIDE DOUBLE SWING GATE, SEE DETAIL
AlC-1501
@ YARD HYDRANT, SEE DWG C-1302
@ GRAVEL DRIVEWAY, SEE DETAIL C/C-1512
@ BOLLARD, SEE DETAIL B1C-1502
@ REMOVABLE BOLLARD, SEE DETAIL C1C-1502
@ PRECAST MANHOLE RISER SECTIONS WITH
CAST-IN-PLACE BASE AND TOP SLAB SEE
DWG 5-1303
@ SIDE SEWER, SEE DWG C-1302.
C>
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EASTERN URBAN GROWTH AREA
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PUMP STATION 13
SITE PLAN
FILENAME
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Be PROJECT NUMBER
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M
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C-1301
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LINE IS 2 INCHES
ATFUU SIZE
(IF NOT T SCALE ACCORDINGl. 't)
H
.
BROWN AND CALDWELL
ZONE REV
REVISIONS
DESCRIPTION
SUBMITTED
APPROVED
A
SEATTLE. WA
DESIGNED
DRAWN
CHECKED' MVO
CHECKED
DATE _ APPROVED' TJK
AMU
LAK
DATE
B
G
C
PORT ANGELES
~ EUGA (i)
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~~,.? PROJECT
't' "5i .;:;!'
J K L
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BY
DATE APP
K L M
YARD PIPING LAYOUT TABLE
POINT NORTHING EASTING DESCRIPTION
NO
PT1 41564776 102326010 1"CSO
PT2 41561394 102325947 1"CSO
PT3 41561348 1023283 08 1"CSO
PT4 41560070 1023283 08 1" CSO
PT5 41563224 102324742 4"0
PT6 41561267 1023247 55 4"0
PT7 41561034 1023276 32 4"0
PT8 41561794 1023286 94 SERVICE SADDLE
PT9 41561998 1023283 69 WATER METER
PT10 41562981 1023252 90 YARD HYDRANT
PT11 41563231 102324591 1"W1.POC
PT12 41563231 102324591 YARD HYDRANT, POC
N
o
P
GENERAL NOTES:
1 LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE POTHOLE
EXISTING UTILITIES AND NOTIFY ENGINEER
OF CONFLICTS
KEY NOTES:
o
.....
0) EXISTING UNDERGROUND POWER, TO
REMAIN
CD EXISTING TELECOMMUNICATIONS, TO
REMAIN
CD EXISTING 8" WATER MAIN, TO REMAIN
0) DIESEL GENERATOR, SEE DWG C-1301
o PAD MOUNTED TRANSFORMER, SEE DWG
C-1301
o ELECTRICAL CONTROL ROOM, SEE DWG
C-1301
o ODOR CONTROL CHEMICAL ROOM, SEE DWG
C-1301
o CAST-IN-PLACE VALVE VAULT, SEE DWG
C-1301 AND 5-1011
o 4" PERFORATED PVC UNDERDRAIN PIPE PER
SECTION 9-{)5 2(6), BEDDED IN A ZONE OF
FREE-DRAINING GRANULAR MATERIAL IN
ACCORDANCE WITH SECTION 7'{)1
@ WATER SERVICE WITH H-20 TRAFFIC RATED
BOX AND READER LID, SEE DETAIL AJC-1712
@ 90. BEND
@ 6' CHAIN LINK FENCE, SEE DWG C-1301
@ BIQ-INFILTRATION SWALE, SEE DWG C-1301
@ YARD HYDRANT, SEE DETAlLAJC-1701
@ CLEANOUT, SEE DETAlLAJC-1611
@ 4" TF-1 TIDE FLEX SLIP ON CHECK VALVE OR
APPROVED EQUAL WHERE FOUNDATION
DRAIN DAYLIGHTS
@ 2" SERVICE SADDLE AND CORPORATION
STOP SEE DETAIL 81C-1702
@ 90. BEND
@ BOLLARD, SEE DWG C-1301
@ THRUST BLOCKING (TYP), SEE DRAWING
C-1412
@ 70 LF 8" PVC PIPE @ S=O 02 FTIFT
@ PLUG AND MARK END SIMILAR TO THAT
SHOWN IN DETAIL 81C-1611
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CIVIL
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YARD PIPING PLAN
FILENAME
'30282-C-1302
Be PROJECT NUMBER
'30282
CUENT PROJECT NUMBER
M
DRAWING NUMBER
C-1302
N
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SHEET NUMBER
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P
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C D E F G H J K L M N 0 p
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I CENTERLINE OF I CENTERLINE OF
WATER MAIN WATER MAIN
0
~
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~RIGID POLYSTYRENE ISOLATING
CUSHION LENGTH SHALL BE
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SHAPE TO FIT 1/3 OF PIPE DIA
PIPE CUSHION SHAlL BE USED
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M OR LESS
z
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NO SCALE
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EUGA-8C- TB.()2 dwa
KEITHAHN.TOOO ctwa
ZONE REV
REVISIONS
DESCRIPTION
BY DATE APP
EASTERN URBAN GROWTH AREA
FILENAME
130282.c-1401
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
SEATTLE. WA DESIGNED """-
ORA""'" HLW
SUBMITTED DATE CHECKED MIlO
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APPROVED DATE APPROVED" TJI( I EXPIRES 3/23108
......""''''''''''''-
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DETAILS - 1
QRAWlNG NUMBER
C-1401
M
N
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EASTERN URBAN GROWTH AREA
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11. f- f- f- f- f- 11.
5'MIN
(1)10" DIA CARRIER PIPE, GRAVITY SEWER
(1) 8" DIA AND (1) 4" DIA SPARE CARRIER PIPES
SCH 80 PVC
24" DIA STEEL PIPE CASING, 0 SOO" WALL
THICKNESS
PIPELINE PROFILE
NEW SURFACING,
SEE NOTES
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CASING SPACER
CLUSTER,SEE
SECTION 8-34 2
(lYP)
12"MIN
12"MIN
TRENCH ZONE
TYPCIAL CROSS SECTION
HWY 101 WEST CROSSING
DETAIL Q
NO SCAlE
35' I
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HIGHWAY 101 OPEN CUT UTILITY TRENCH
CROSSING NOTES:
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ALL HMA SHALL BE SAWCUT TO PROVIDE A STRAIGHT, CLEAN EDGE
PRIOR TO PAVING
2 THE CUT LINE SHALL BE ONE CONTINUOUS STRAIGHT LINE FROM THE
OUTER EXCAVATION LIMITS
3 PAVE WITH 0 35 FOOT MINIMUM COMPACTED DEPTH HMA OR MATCH
EXISTING, WHICHEVER IS GREATER en
4
LIFTS FOR HMA SHALL BE 0 15 FOOT MINIMUM AND 0 35 FOOT MAXIMUM,
THE TEMPERATURE SHALL BE 250 DEGREE MINIMUM, 325 DEGREE
MAXIMUM SEE STANDARD SPECIFICATION SECTION 5-04 3(8) MIX,
COMPACTED TO THE SATISFACTION OF THE WSDOT REPRESENTATIVE
(2) 10" DIA CARRIER PIPES, GRAVITY SEWER AND FORCE MAIN
(1) 8" DIAAND (1)4" DIASPARE CARRIER PIPES SCH 80 PVC
30" DIA STEEL PIPE CASING, 0 SOO" WALL THICKNESS
5
ALL JOINTS SHALL BE TACKED, SEALED AND SANDED
PIPELINE PROFILE
NEW SURFACING,
SEE NOTES
,...- EXlf..TlN0 !l(,l-'
/
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----!
6
WHEN SURFACING EXISTS ON BOTH SIDESOF THE TRENCH, NEW HMA
WILL BE A MINIMUM OF 48 INCHES WIDE PLUS LEDGE WIDTHS
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7 GRANULAR BACKFILL AS APPROVED BY WSDOT OLYMPIC REGION. PORT
ANGELES OFFICE OR WSDOT SPECIFICATIONS FOR GRANULAR BACKFILL
TO 3 FOOT BELOW SURFACING COMPACTED TO 95% OF MAXIMUM
DENSITY IN THE TRENCH ZONE JERRY MOORE AND/OR DAVID
GARLINGTON ARE THE PORT ANGELES CONTACT ENGINEERS W1ITH
WSDOT (360)452.2575
8 NATIVE MATERIAL MAY BE USED IF APPROVED PRIOR TO CONSTRUCTION
.....
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9 CDF PER SPECIAL PROVISIONS, 3 FOOT MINIMUM DEPTH
10. TRENCH SHALL BE PLATED OR TEMPORARY COLDMIX USED UNTIL PAVED
11 SEE DETAILS A AND B THIS SHEET FOR TRENCH ZONE.
12 PIPE ZONE MATERIAL SHALL BE AS SPECIFIED IN SEC1l0N 9-03 12 (3) AND
COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY IN TRENCH ZONE
<0
CASING SPACER
CLUSTER,SEE
SECTION 8-34 2
(lYP)
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BROWN AND CALDWELL
UNE IS 2 INCHES
A TFULL SIZE
(IF NQTr. SCALE ACCORDINGLY)
EASTERN URBAN GROWTH AREA
FILENAME
130282-C-1403
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
I EXTERNAL REFERENCE FILES
EUGA-BC- TB.{}2 dwa
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PIPE
OD
TRENCH ZONE.
12"MIN
TYPCIAL CROSS SECTION
HWY 101 EAST CROSSING
DETAIL G;)
NO SCAlE
REVISIONS
DESCRIPTION
DATE APP
SEATTLE, WA DESIGNED ANU.
DRAWN HLW
SUBMITTED DATE CHECKED MIlO
CHECKED
AFPROVED DATE APPROVED TJK I EXPIRES 3f.231011
BR~ANOCAl..DYIELl
A B C D E G H
ZONE REV
BY
CIVIL
TRENCHING AND EXCAVATION
DETAILS - 3
DRAWING NUMBER
C-1403
SHEET NUMBER
OF
P
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SA IItVT
D<lsnNG PA VE:MENT
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CONTROLLED DENSITY FILL
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PIPE ZONE BAa<FlLL
B
C
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GRA Ifl. BACKF7LL FOR
PIPE ZONE BEDDING
NO TES'
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STANDARD DETAIL
PIPE UNDER ROADWAY PIPE UNDER ,LAIltI
srr NOTE: 2 ,
SOD
COIt/PACTro
BACKFILL
z. ro BE USED FOR ALL PA VE:O STRa:rs AND ALLnS. BACKF/U. LOCA nON TO ,'-(}" BeIINO CURB OR EDGE
OF PAVING UNLESS OTHERrrtSE: APPROllEO IN ADVANCE BY QTY ENGINEER.
:So WHERE CONCRETE: PAVE:MENT JOINT IS lESS THAN 4'-0" FROM SAIltVT, THE PAVE:MENT SHALL BE REMOVED
10 THA T oIOINT.
4. TEMPORARY PA TCH1NG rrtTH ASPHAL T OR PLACDlOfT OF S7m. PLA 1ES IS REQUIRED IIHm TRAFFTC IIILL
CROSS COF FOR IAORE THAN 24 HQURS rrtTHQUT PERMANENT RESTORA T/ON. srm PLA 1ES SHALL IIA VE:
caD PATCH IlEDCCS ON TRAFFIC EDGES.
5. CALL FOR INSPECT/ON BY CITY 24 HOURS PRIOR ro PLACING PIPE ZONE BAa<FlLL AND PRiOR 10 PLACING
COF BACKFILL
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ALL WORK AND oI/A TER1AL 10 BE IN ACCORDANCE rrtTH THE CURRmT
WASHINGTON STATE: DEPARToI/OfT OF TRANSPORTATION "STANDARD
SPECIFlCA 710NS FOR ROAD, 8R1DGF:. AND MUNICIPAL CONSTRUC71ON"
DATE ; ~
VISED: .1,.15/116
UTILITY TRENCH DETAIL
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STANDARD
UTILITY TRENCH
DETAIL GJ
NO SCALE
BROWN -\ND CALDWELL
UNE IS 2 INCHES
AT FUU SIZE
(F HOT 2" . SCALE ACCORDtNGl Y)
I EXTERNAl. REFERENCE FILES
EUGA-BC- 1'8-02 dwa
SEATTLE, WA DeSIGNED
DRAWN ...w
SUBMITTED DATE CHECKEO MVO
CHECKED
APPROVED DATE APPROVED TJK
---
A B C 0 E
F
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ZONE REV
G
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REVISIONS
DESCRIPTION
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CITY AND COUNTYTRENCHING, EXCAVATION AND ROAD CROSSING
GENERAL NOTES:
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ALL TRENCH EXCAVATIGN, BEDDING AND BACKFILL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
VV8DOT SECTION 7.08, qTHER APPLICABLE SPECIFICATIONS, AND AS CONTAINED HEREIN
I
CLEARING AND G'1UBBING WHERE REQUIRED SHALL BE PERFORMED WITHIN THE EASEMENT OR
PUBLIC RIGHT OF WAY AS PERMITTED BY THE CITY ANDIOR GOVERNING AGENCY DEBRIS
RESULTING FROM THE CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR
IN ACCORDANCE WITH THE TERMS OF ALL APPLICABLE PERMITS UNLESS THERE IS A SPECIFIC
BID ITEM IN THE BID SCHEDULE FOR CLEARING AND GRUBBING. THE COST OF ALL LABOR,
EQUIPMENT AND MATERIALS NECESSARY TO COMPLETE THE CLEARING AND GRUBBING SHALL
B BE INCLUDED IN THE UNIT PRICE BID OF THE PIPE
0>
THE TRENCH SHAI.L BE KEPT FREE FROM WATER UNTIL JOINTING IS COMPLETE SURFACE
WATER SHALL BE OIVERTED SO AS NOT TO ENTER THE TRENCH THE CONTRACTOR SHALL
MAINTAIN SUFFICIENT PUMPING EQUIPMENT ON THE JOB TO ENSURE THAT THESE PROVISIONS
C ARE CARRIED OUl
,
TRENCHING AND SHORING OPERATIONS SHALL NOT PROCEED MORE THAN 100 FEET IN ADVANCE
o OF PIPE LAYING WITHOUT APPROVAL OF THE CITY ENGINEER
00
BACKFILLING WITH NATIVE MATERIALS EXCAVATED FROM THE TRENCHES MAY ONLY OCCUR
WITH THE WRITTEN APPROVAL OF THE CITY ENGINEER IF THE EXCAVATED TRENCH MATERIAL IS
DETERMINED BY THE CITY ENGINEER TO BE SUITABLE FOR BACKFILL, THE CONTRACTOR MAY
USE THE MATERIAL TO THE BOTTOM OF SUBGRADE ALL TRENCH BACKFILL MATlERIALS SHALL BE
E COMPACTED TO 95 PERCENT DENSITY
IN PAVED AREAS IJIRTHIN THE PUBLIC RIGHT-OF.WAY THE CONTRACTOR SHALL USE CONTROLLED
DENSITY BACKFILL PER STANDARD DETAIL UNLESS ANOTHER ALTERNATIVE METHOD IS
SPECIFIED HEREltJ, OR APPROVED BY THE CITY ENGINEER AL T1ERNATIVE MATlERIALS MAY ONLY
BE ACCEPTED WlT'H WRITTEN APPROVAL FROM THE CITY ENGINEER, ALL OTHER TRENCHING
SHALL BACKFILLEI) WITH CRUSHED SURFACING OR OTHER MATERIALS CONFORMING TO WSDOT
SPECIFICATIONS :
r--
2 ALL ASPHALT TRENCH AND PAVEMENT JOINTS SHALL BE SAWCUT THE CUTS SHALL BE A MINIMUM OF
6" OUTSIDE THE TRENCH WIDTH FOR EXCAVATION
3
TEMPORARY RESTORA110N OF TRENCHES AND STREET PATCHING SHALL BE ACCOMPLISHED BY
USING 2" MINIMUM DEPTH HMA. CLASS 112" PG 64-22 WHEN AVAILABLE, MEDIUM-CURING (MC-250)
LIQUID ASPHALT (LD MIX). ASPHALT TREATED BASE (ATB), OR TRAFFIC BEARING THICKNESS STEEL
PLATES
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4
A TB USED FOR T1EMPORARY RESTORATION MAY BE DUMPED DIRECTLY INTO THE TRENCH OR PATCH
AREA, BLADED AND ROLLED AFTER ROLLING. THE TRENCH MUST BE RLLED FLUSH WITH THE
EXISTING PAVEMENT TO PROVIDE A SMOOTH RIDING SURFACE
5
ALL TEMPORARY PATCHES SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE
PERMANENT PATCH IS IN PLACE IF THE CONTRACTOR IS UNABLE TO MAINTAIN A PATCH FOR
WHATEVER REASON, THE CITY WILL PATCH THE AREA AT THE EXPENSE OF THE CONTRACTOR
TRAFFIC SHALL NOT BE ALLOWED TO CROSS GRAVEL OR CDF TRENCH BACKFILL FOR MORE THAN 24
HOURS WITHOUT USE OF TEMPORARY PATCHING MEASURES STATED ABOVE
Ii)
6
7
TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND EDGE OF THE CUT AND AT COLD JOINTS
PRIOR TO PAVING SPECIFIED IN WSDOT SPECIFICATION SECTION 5-04 3(5)A.
8
HMA. CLASS 112' PG 64-22 EQUAL IN DEPTH TO THE EXISTING PAVEMENT, SHALL BE PLACED IN
ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF WSDOT SPECIFICATIONS OF SECTION 5-04,
EXCEPT THAT LONGITUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF HMA SHALL BE DISPLACED
LATERALLY A MINIMUM OF 12 INCHES HMA OVER 2 INCHES THICK SHALL BE PLACED IN EQUAL LIFTS
NOT TO EXCEED 2 INCHES EACH
""
9 PATCHES ON ALL STREET SURFACES. WALKS OR DRIVEWAYS SHALL BE FEATHERED AND SHIMMED TO
AN EXTENT THAT PROViDES A SMOOTH RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR
THE NEWLY PAVED SURFACE SHIMMING AND FEATHERING AS REQUIRED BY THE CITY ENGINEER
SHALL BE ACCOMPLISHED BE RAKING OUT THE OVERSIZED AGGREGATES FROM THE ASPHALT
CONCRETE MIX AS APPROPRIATE
10 SURFACE SMOOTHNESS SHALL BE PER WSDOT SPECIFICATION SECTION 5-04 3(13) UNACCEPTABLE
PAVING PATCHES SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH
l")
11 WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S), THE SHOULDER SHALL BE RESTORED TO ITS
ORIGINAL OR BETTER CONDITION.
12 THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED WITHIN 30
DAYS AFTER FIRST OPENING THE TRENCH THIS TIME FRAME MAY BE ADJUSTED IF DELAYS ARE DUE
TO INCLEMENT PAVING WEATHER OR OTHER ADVERSE CONDITIONS THAT MAY EXIST HOWEVER,
DELAYING OF THE FINAL PATCH OF OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO THE CITY
ENGINEER'S APPROVAL THE CITY ENGINEER MAY DEEM IT NECESSARY TO COMPLETE THE WORK
WITHIN THE 30 DAY TIMe: FRAME AND NOT ALLOW ANY TIME EXTENSION IF THIS OCCURS, THE
CONTRACTOR SHALL PERFORM THE NECESSARY WORK AS ORDERED BY THE CITY ENGINEER
N
BY
PORT ANGELES
FILENAME
130282.(;-1411
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
EASTERN URBAN GROWTH AREA
DATE APP
CIVIL
TRENCHING AND EXCAVATION
COPA STANDARD DETAILS-1
DRA\YlNG NUMBER
C-1411
N
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SHEET NUMBER
OF
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UNBALANCED CROSS
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PLUGGED 7U:
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NOTES:
1 AU BLOCKING TO BE CONCRETE CLASS JOO(}
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DETAIL
~~
7/4" srm BEARING
CROSS WITH SHACKLED PLUG
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HORIZONTAL BENDS
8
ANGLE
wn- BRANCH
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2. LOOITE: THRIIST BLOCKING A T AlL LOOITlONS N07E:IJ ABOIe AND AS REQl/IHCD BY THE CITY ENGINEER.
3. AlL BLOCKING TO BEAR AGAINST IINDISTURBED NA TH'f: SOIl.
4. PLACE: 1~ m T ROOFING UA TER/AL OR 6.IIIL PI'!; SHEIT/NG BE7WEEN FTTTlNG AND CONCRETE:.
5. SEE SHEET 2 FOR BEA/?/NG AREA.
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ALL IlOW( AND AlA TERlAL TO BE IN ACCORDANCE: 117711 71IE CURReiT
WASHINGTON STATE: DEPARTlJfNT OF TRANSPORTATION 'STANDARD
SPEClFTCA TlONS FOR /lOAD. BRfOGE. AND MUNICIPAL CONSTRIICTlON"
STANDARD THRUST BLOCKING
DETAIL @
NO SCAlE
BROWN .-\ND CALD\VELL
UNE IS 2 INCHES
AT FUU SIZE
(IF NOT 2" - SCALE ACCORDI'fGl Y)
THRUST BLOCKING DETAILS
SHEET 1 OF 2
I EXTERNAl REFERENCE ALES
EUGA-8C- 'f'B...02 dwa
SEATTLE, WA DESIGNED AMLL
DRAWN HlW
SUBMITTED DATE CHECKED MIlO
CHECKED
APPROVED DATE _ APPROVED TJK
......""''''''''''"''
A B C 0 E F
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STANDARD DETAIL
Ol
STANDARD DETAIL
40
35
co
30 CAST RON MttW IJ(J:( USE
...... H.D. FOIlU1l Cl2 M:RI
... Ml).5I'ArnE MUlE' IJQ)( AND BASE
~ AND BASe
~ -
"0; 25 ,...
~ -
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~ 20
1il
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~ VAL L-f BOX AND SUPPORT BLOCK VAL L-f STEM
co
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~ (RClURED 1HN IJCP7H D22ZDS S')
~
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DiOSS NATr:HED AllD FDR LO
1tEY1N7rJ7RDIl:HML
--
5 HIIB au
6
VAL L-f THRUST BLOCK
7
8
9 10
PfPE D/AJlETER (INCHES)
II
12
NO TE:
..a-
NOTES:
,. CONCRETE SHAll BE GlASS JOOO
2. VAL Ie THRIIST BLOCKS TO BE INSTAL1.ED A T EACH VAL Ie LOOI TION.
7. 8ASt:O ON JDO PSI TEST PliCSS/JRE AND BEA/?/NG VALIIE.S OF DRY SOILS.
2. VALIIES FROM C/JRICS ARE FOR TEIS, CROSS AND DEAOEND$. Lt:: S7RAlGHT liNE THRIIST.
FOR 90' BEND: /JSE 7 4X VALlIE FROM CURVE.
FOR 45' BEND- /JSE o.ex VALliE FROM CURVE.
FOR 22 1/2' BEND: /JSE 0.# VALlIE FROM CURVE.
FOR OTHER ANGLES (6): IlSE (Zsin 6/2) X VALlIE FROM CURVE.
3. FOR CONDmONS NOT COVERED BY CURVE.S> SPEaAL THIIIIST BLOCKS 1I11ST BE COIIPl/7E:IJ AND APPROVED.
APPROVED BY DATE :
CITY ENGINEER SED: J.h5,1tl6
FILE NAME' THIIIISTBI.
AU. KRK AID .vA 1mAL 7D BE IN ACCCelANCE' W7H DE OJRRENT
WASHlNG7tW STAlE" DEPARDIOIT OF 7RANSPORTA71ON -sTANtIARD
SPEtrRC4J1ONS lOR ROAD. BRIDGE. AND IlUNlClPAL CCJNS11lf.JC1IO
DAlE : ~
VISED' .]/75/06
APPROVED BY
CITY ENGINEER
FILE NAME: G4 7E:VAL
THRUST BLOCK DETAILS
SHEET 2 OF 2
VALVE BOX, SUPPORT BLOCK
AND THRUST BLOCK
C'l
STANDARD THRUST BLOCKING
DETAIL Q;)
NO SCALE
STANDARD VALVE BOX.
SUPPORT BLOCK, AND THRUST BLOCK
DETAIL ~
NO SCALE
N
ZONE REV
REVISIONS
DESCRIPTION
FILENAME
130282~1412
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
PORT ANGELES
EASTERN URBAN GROWTH AREA
CIVIL
TRENCHING AND EXCAVATION
COPA STANDARD DETAILS - 2
C-1412
BY
DATE APP
DRAWING NUMBER
N
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SHEET NUMBER
OF
P
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DIMENSION TABLE
PIPE TEST BEND CONCRETE CUBE TIE ROD TIE ROD
D1AM. PRESSURE ANGLE VOLUME SIZE DIAM. EMBEDMENT
(PSI) (R3) (R)
11.25" 6 1.8
4" 250 225" 12 2.3 518" 17"
..... 45" 22 2.8
11.25" 14 2.4 .....
S" 250 22.5" Xl 3.0 518" 17"
45. 50 3.7
11.25" 25 2.9
8" 250 225. 48 36 5/8" 17"
45" 89 45
BLOCKING FOR 11.250 OR 22.50 VERTICAL BENDS 11.25. 38 3.4
10" 250 22.5" 75 42 518" 17"
CO 45" 139 52
CO
11.25. 55 3.8
12" 250 225" 108 48 5/8" 17"
. 45" 200 58 7/8" 24"
1125. 75 42 5/8" 17"
14" 250 225" 147 5.3 314" 20-
45. 272 65 1" 27"
11.25. 98 4.6 518" 17"
." is" 250 22.5" 192 5.8 718" 24"
."
45" 355 7.1 1118" 30"
.
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Steel tie rods to be heavily coated WIth asphalt after mstallabon
..,
0fi-08.0fj
..,
I EXPIRES JULy ~ 20071
CONCRETE THRUST BLOCK
FOR CONVEX
VERTICAL BENDS
STANDARD PLAN 8-90.50-00
SHEET 1 OF 1 SHEET
APPROVED FOR PUSUCAllON
Harold J. Petedeso
BLOCKING FOR 45" VERTICAL BENDS
M
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1fr_..-.:w_Jl"l:IIiI'IUaIIIIT"~ AotIn-.r.amlMD
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REVISIONS PORT ANGELES EASTERN URBAN GROWTH AREA FileNAME
ZONE REV DESCRIPTION BY DATE APP 13Q282-C-1421
Be PROJECT NUMBER
CIVIL 130262
TRENCHING AND EXCAVATION CUENT PROJECT NUMBER
WSDOT STANDARD DETAILS-1 DRAWING NUMBER
C-1421
SHEET NUMBER
OF
F G H J K M N 0 P
~
BROWN AND CALDWELL
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 'r' SCAlE ACCOROINGl Y)
I EXTERNAL REFERENCE FILES
EUGA-BC- T'B-(I2.dwa
SEATTLE. WA DESIGNED- AMLL
DRAI/'IN HlW
SUBMITTED DATE CHECKED MIlO
"""-""......... CHECKED
APPROVED DATE APPROVED TJK
--""""'"-
A B C D E
A B C <0 E F G H J K L M N
0 P
. 0
~ EXTENSION ARM WITH BARBED 0
WIRE WHERE SPECIFIED (SEE ~
ENLARGEMENT THIS DETAIL)
.
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-lll-III-jl'
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III III II'
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~ + BARBED WIRE
/ ! (TYPOF3
~"o,^m . . .: :r~)
10'-0
10'-0 MAX (TYf')
LINE POST SEE
NOTE (TYP)
CHAIN LINK
FENCING
3" SHREDDED WOOD MULCH
"T~'
-II jllllll II
-I I I ' I I I I 1-
I'-
2
GRADING OF BIO-INFIL TRATION DEVICES SHALL BE ACCOMPIJSHED USING
LOW-COMPACTION EARTH MOVING EQUIPMENT TO PREVENT COMPACTION
OF UNDERLYING SOILS
UNCOMPACTED INSITU SOIL
CD
SUGGESTED MIN PLANTING MEDIUM DEPTH 30"
WITH A WELL BLENDED MIXTURE (BY VOL)
50-00% HOMOGENOUS CONSTRUCTION SAND
20-30% ORGANIC LEAF COMPOST
20-30% NATIVE TOPSOIL
q
<0
CONCRETE ENCASEMENT ALL
ENCASEMENT SHALL HAVE A
1" CROWN ABOVE GROUND LEVEL
NOTES
LO
IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR
IMMEDIATELY FOLLOWING CONSTRUCTION, THIS MATERIAL SHALL BE
REMOVED PRIOR TO FINAL COMPLETlON
MINIMUM DEPTH 42" AND
MINIMUM DIAMETER 12"
FOR GATE POST HOLES
GATE WIDTH AS SPECIFIED
SINGLE LEAF GATE TO
14'-0, DOUBLE LEAF
GATE OVER 14'-0
WITH DOUBLE "U" TYPE LOCK.
SEE SPECIAL PROVISIONS SECTION 6-12
3
ALL SUB MATERIALS BELOW THE SPECIFIED BIO-INFILTRATlON DEPTH
SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED
MINIMUM DEPTH 36" AND MINIMUM
DIAMETER 8" FOR LINE, END AND
CORNER POST HOLES
v
NOTE
PROVIDE POST CAP WHERE
EXTENSION ARM WITH
BARBED WIRE IS NOT
SPECIFIED
CHAIN LINK
FENCE AND GATE
DETAIL Q
NO SCALE
BID-INFILTRATION SWALE
SECTIONC_c::J01
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NO SCALE
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BRO\VN AND CALDWELL
REVISIONS
DESCRIPTlON
PORT ANGELES
EASTERN URBAN GROWTH AREA
CIVIL
SITEWORK
DETAILS -1
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT T - SCALE ACCORDINGLY)
I EXTERNAL REFERENCE FILES
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FILE NAME: DRIlE'WA..
DRIVEWAY INSTALLATION
STANDARD
DRIVEWAY INSTALLATION
DETAIL (;[;)
NO SCALE
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I C4lL - TaW IIi5PErttDN BY aTT ;] AU. II'tWK AND AlA 7fJItAL ro BE: IN ACCORDANCE: KITH THE CURRENT
Z>I _ I'fiKIR It> _ ~ WASHINGTON STA IF DY'AR7MENT OF TRANSPORTA 1/ON "STANDARD
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DRIVEWAY INSTALLATION
SIDEWALK THROUGH DRIVEWAY
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DATE I APP
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EASTERN URBAN GROWTH AREA
CIVIL
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COPA STANDARD DETAILS-1
FILENAME
130282-C-1511
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
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5. EX1S1ING S111EIl'A/.K A8VT77Nr> NEW OR ALTERED APPROACH SHALL BE REJI01/ED AND REPfACD} NltH
6 "~ DEPtH CEJJENT CONCRE7C 5I!lEIIltA:
6: ANY l!!lfA 1T()N FROM 1I/ESE MINIMW STANDAI/DS REWIRES 1'TI1OR _VA/. BY aTY 0tG1NEER. 8IYEJ.ED 010 DETAIL
-.r
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NON-CURBED STREET
DRIVEWAY AND CULVERT
N.L IIORK AND MAlDaAL m BE IN ACCORDANCE IfIJH JHE aJRRENT
_ STATE DEPAR1JIENT IT 77lANSPORTA7ION "STANDARD
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(IF NOT T. sc;ALE ACCORDINGLY)
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SEATTLE, WA I DESIGNED AMU
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DATE_ ~ MVO
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STANDARD PA VED ALLEY SECT/ON
10'-0" ~R/W
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2" MIN COMPAC1f:D 0E:P7H ASPHALT CONCRm (SEE NOlf: 4)
2" MIN, COMPAC1f:D DEP7H CRUSHED SURFACING TOP COURSE (SEE NOlf: 4)
S" MIN COMPAC1f:D DEPTH 8AU.AST (SEE NOlf: 4)
NOTES:
, CENTERUNE f'ROFII.E GliAOE SHALL BE APPROVED SY CITY ENGINEER PRIOR ro CONSTRUCTION
2. ALLEY CENTERLINE SHALL BE COINClOENT WITH CENTER OF ALLEY RIGHT OF WA Y
;!. 1'-0" EACH SlOE OF CEN1ERUNE SHALL BE CEMENT CONCREtE: CLASS 3000 FOR ALlEYS WITH LESS THAN
2X CENtERLINE PROf1J..E GRADE.
4. ROAD SECTION FOR COMMERCIAL USE ALLEYS SHALL BE 6" CEMENT CONCRE:7E CLASS 3000 IlITH 6"
BALLAST
5. ANY OEVIA TION FROU THESE STANOAROS REQUIRES 1tIRfT1<N APPROVAL SY CITY ENGINEER PRIOR TO
CONSTRUCTION
6. SOIL I1ES1DIJAL HERBICIDE SHALL BE PLACED PRIOR TO ASPHAL T OR CONCRE1E I'A VlNG.
GRA I.fi AllEY SECTION
(NOT ll> SCAlC
,0'-11"
'0'-11"
J' -D"
4"-8"
,...
STANDARD PA VED ROAD SECTION
-2" M/N. COiIPAC7FD /1CP1H HOr I/D( ASFHALT
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22'-0" (AR'1E1IIAL)
I 20'-0" (COLLECTOR)
I vK-O" (RESIDENTIAL)
_2%
Cl. PROFILE GRADE
SEE NOtES 1 AND 2
22'-0" (AR'1ERIAL)
20'-0" (COI.J..E:CTOR) =t ~ 6'-0" r
17'-0" (RESIDENTIAL) '-6,
2%_
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ASPHALT 7Itl1LANE ROAD (NOT ll> SCAlC
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2" MfN COMPAC1f:D DO'TH ASPHAL T CONCRETE
2" IIfN. COMPAC1f:D DEPTH CRUSHED SURFACING TOP COURSE
8" IJJN. COMPAC1f:D DEPTH 8AU.AST
SEE CfTY STANDARO DETAIL FOR CURB, WTTER. AND SIDEWALK CONSTRUCTION
NOTES:
r I/IN. COIIPAC7ED DEPTH CRtJ$HD) $/JRFACING 1DP COURSE
,. CEN1ERUNE f'ROFII.E GRADE TO BE APPROVED BY CITY ENGINEER PRIOR TO CONSTRUCTION,
2. ROAD CENTERLINE SHALL BE COINCIDENT tilTH RIGHT OF WA Y CENTERLINE.
;!. U/NMUM CLEAR ZONE IS 18" 8EHJND CIJR8. ALL OBSTRUCTIONS TO BE REMOVED/!iELOCA TED.
4 SItE CONlJITlONS ItA Y ~ STOlIM ORAINAGE IMPROVEMENTS.
S. ANY DE\1A 7ION FROII THESE: STANDARDS REQU11IES PRIOR WRITTEN APPROVAL BY >>IE CITY ENGINEER.
6. SOIL RESIDUAL IIERB1CIOF: SHALL BE P!.ACfiI PRIOR ro PA VlNG AND SlDWALK WRB. AND GUTTER
CONSTRUCTION.
7. PROVIDC 24 HOURS N07lCE FOR INSPf:C7ION BY THE CITY OF THE FOlLOWING:
ROUGH GRADING. PLACEMENT OF STRUCtURAL SECTION, I'A VlNG. CONCREtE FORMS.
GRA VELLED STREIT (NOT trJ SCALE)
NOTES:
I
I. 7HCSE ARC THE MNfIIi!lJII REQUJREJIE'JI7S RJR AU.-tlE'A7HER S7REE1S AN/) ALUlS:
2. PROF1I.E GRADe 10 BE AWROlB1 BY 1HE aTY lNG/NEER.
~ ROAD CENlERllNC 10 BE COINCIDENT II17H RIfiHT-tJF-WAY CEN7CRJJNE.
.rl MJN1I/lJM Q.EAI/ ZONE,IS 10' BErr1ND 7RAiEUP Il4Y AU.. 0BS7RIJC71CNS 70 BE REJlDIQl
5. CROSS tu.'ERTS FrJP DRAINAGE MAY BE RCQlJ1RED &4..5EP UPON SITE CONDITIONS.
So SEe APPROPRlA7E ayy STANDARD DCTAR. FOR CULaaT PLACEMENT MID APPROACH CDNS7RUC11ON
7 ANY DmA1KJN F1IC/II THESE IItN1Ul/J/ STANDNID5 RFfJ/JIRES _ APPROVAL BY art ENGINEEf/ PRIlJR III CIINS1IIlJC1ItI
-.r
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~NiD DURING~Tor ~
ALL It&WK AND MA'1ERIAL 1(1 BE IN ACCOROANCC W/7H THE CliRRENT
WASH1NGTON STA tE DO'AR1JIENT OF TRANSPOI/TA TlON "STANDARD
SPEClFlCA 7IONS FOR ROAD, 8RIDGE. AND MUNtaI'AL CONSTRUCTION"
AU. lOW( AND MAJERIAL 70 BE IN ACCORDANCE tIII1H THE CURRENT
WASHfNG70N STAlE DEPARTIiENT IT lRAJISPOtrTA1KJN "STANDARD
SPrC1FICA 1KlNS FrJR Ra4D. BR1DGC. AND IIVNIC/PAL CIINS71lIJCf7CI
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STREETS AND ALLEYS
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STANDARD
MINIMUM STREETS AND AlLEYS
DETAIL ~
NO SCAlE
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EASTERN URBAN GROWTH AREA EUGA.c-1512
ZONE I REV I DESCRIPTION I BY Be PROJECT NUMBER
CIVIL 130282
SITEWORK CUENT PROJECT NUMBER
COPA STANDARD DETAILS - 2 DRAWING NUMBER
C-1512
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FEATHER EDGES IF NOT
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SUTT JOINT PLANING DETAIL
m I
TflENCH VloTH
VARIES DESIGN
25
C>i';Ti":; l'~~.ll'
SAil CUT
TYPICAL
tmill
UTILITIES SMALL NEET THE REOUlllElIENTS OF STAIlOARD SPECIFICATIllN 1-08.
NAXIICIIN TRENCH IIIDTH SHALL 8E OUTSIDE FACIl.ITY lIlDTI< PLUS TIIO FEET.
COMPACTION SHALL BE lIETMOD -10" PER SECTION Z-OJ.3114IC.
NINIICIIIC DEPTH SHALl. lIE 60 INClltli FRDN FINISHEll SURFACE.
PCCP SIIAlL BE REPLACED TO TIlE NEXT JOINT IN EACll DIRECTION AS APPROVED
BY ENGINEER.
W ~~I~T~~[t IIITH THE ENClNEERS ApPROVAl. IN PLACE OF BACKFILL. CDF SHAl.L
PAVElIENT SHAl.L APPLT FRON EIlCRQACHMENT SHOUI.OER TO THE NEXT LANE EDOE
BUDND PAVElIENT DISTUIlBAHCE.
THE RESTORATION SIIALI, EXTUO FULl. IIIDTH OF RDAlIlIAY INCLUllING 5llDULOERS
UNLESS APPROVED 8Y IISD01.
m~~~gO~~CTAllg~~~ Rmg:..m~:'" OFFICE AT nO.S70.6TOO PRIOR TO \ISING THIS
ALL 0lMENS10llS ARE IN FEET UNLESS DTHERIlISE DESIGNATED.
SEA TTLE. WA DESIGNED AMU.
DRAWN HlW
SUBMIITEO' DATE CHECKED MIlO
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PLANING SITU.INDUS PAVEIENT
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ASPHALT CONCRETE PAVEMENT C1.. 1l1CA.
PAVEIlEHT DEPTH TO NATCH FULL DEPTH EXISTING PAVEMENT.
~m~~ llACItFILL MATERIAl. COMPACTED TO 9S PERCENT MUIM1J1I
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REOUI flEllEflTS OF BACKF ILL.
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ORAVVlNG NUMBER
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SHEET NUMBER
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P
A B C 0 E F G H J K L M N 0 P
BAND COUPLER, PER CONCRETE RESTRAINT ANCHORAGE, "
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.\ DETAIL B, THIS SHEET HOOK SHACKLE RODS BEHIND HOOP I
0 STEEL REINFORCEMENT c !
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WELDED CONNECTION ."
(TYP)
GALVANIZED STEEL FENCE ~ ~
0> POST OR PIPE STAKE Ol
<;> CONCRETE MIX
DESIGN PER SECTION
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STANDARD
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3. PLATE MATERIAL TOBEASTMA361/4". GALVANIZE
AFTER FABRICATION
A-A'
IX)
PIPE ANCHORAGE
SECTION ~
VAR
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GRAVEL BACKFILL FOR
FOUNDATIONS, CLASS A PER
SECTION 9-03 12 OF THE
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UTILITY BLOCK THRUST
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GALV STEEL FENCE
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1-19/32"x3/4" SLOTS (2)
12"
ANCHORAGE ASSEMBLY
SCALE NONE
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ALL STEEL FENCE POSTS, PIPE STAKES AND
HARDWARE TO BE GALVANIZED AFTER
FABRICATION
CONCRETE MIX
DESIGN PER SECTION
5-053(1) OF THE
STANDARD
SPECIFICATIONS
2 HEAVY DUTY STEEL FENCE POSTS OR PIPE
STAKES TO BE INSTALLED IN PAIRS PER GEOTECH
RECOMMENDATION
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AND DRAIVE POINT
PIPE ANCHORAGE
DETAI~_~02
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SCALE NO SCALE
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THRUST BLOCK
FOR VERTICAL BENDS,
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HARBORCREST GRAVITY SEWER
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DET AI~_2001 C-2002
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SCALE NO SCALE
FILENAME
130282-<:-1601
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
BROWN AND CALDWELL
PORT ANGELES
~- EUGA (i)
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REVISIONS
DESCRIPTION
BY
DATE M'P
EASTERN URBAN GROWTH AREA
CIVIL
SANITARY SEWER
DETAILS -1
C-1601
LINE IS 2 INCHES
A HULL SIZE
(IF NOT 2" . SCALE ACCORDINGl V)
I EXTERNAL REFERENCE FILES
EUGA-BC-l'B-02 OW'Q
KEITHAHN-TOOD dwa
ZONE REV
SEATTLE, WA DESIGNED AMU
DRAWN HLW
SUBMITTED DATE CHECKED 1M)
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APPROVED DATE APPROVED TJK I EXPIRES 3123108
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NO' SCALE
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. 16" 01 SPOOL
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<, 1/4 SST GRADE 316
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GROUT FILL
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1 112" HIGH CUTOFF RING
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NO' SCALE
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UNE IS 2 INCHES
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(IF NOT T.SCALE ACCOROINGlY)
I EXTERNAL REFERENCE FILES
EUGA-BC-1B-tl2 dWa
KEIlliAHN- moo dwa
ZONE REV
SEATTLE. WA DESIGNED AMLL
DRAWN HlW
SUBMITTED' DATE CHECKED MIlO
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DETAILS - 2
FILENAME
130282-C-1602
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
BY
DATE APP
DRAWING NUMBER
C-1602
SHEET NUMBER
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GENERAL NOTES
PROVIDE PIPE AND APPURTENANCES WITH SHOP-APPLlED
PROTECTNE COATINGS FOR ALL FERROUS SURFACES PER
SPEC SEC 01999
2 PROVIDE STAINLESS STEEL NUTS, BOLTS, AND WASHERS WITH
BURIED FLANGES AND COUPLINGS, EXCEPT WHERE FLANGE
INSULATOR SETS ARE INSTALLED
3 LOCATE VALVE VAULT AS CLOSE TO FORCE MAIN AS POSSIBLE
MINIMIZE HORIZONTAL PIPE RUN
AIR RELEASE ASSEMBLY KEY NOTES
CD INSTALL COMBINATION AIR VALVE (CAV) ASSEMBLY PER
SPEC SEC 15152
o INSTALL PRECAST UTILITY VAULT COMPANY MODEL 575-LA
COVER 57TL-2 332P GALVANIZED OR EQUAL VAULT AND
HATCH SHALL BE RATED FOR HS20 LOADING VAULT SHALL
BE PROVIDED WITH DRAIN LID SHALL BE STAMPED
"SANITARY SEWER" SUBMIT SHOP DRAWINGS FOR ALL
VAULTS PROVIDE VENTILATION HOLES IN HATCH
MAXIMUM HOLE DIAMETER SHALL BE 318" TOTAL AREA OF
VENTILATION HOLES SHALL BE 150% OF NOMINAL SIZE OF
CAV CONTRACTORSHALLS~EVAULTPERCAV
MANUFACTURER'S RECOMMENDATION
CD ACTIVATED CARBON AIR FIL TIER, ORENCO MODEL CF4 ON
4" PVC SCH 80 VENT PIPE
o LATlERAL PIPE SUPPORT, SEE DWG M-1001
CD PIPE STANCHION, SEE DWG M-1001
o LOCATION SHOWN ON DRAWINGS IS DEPICTlED BY ~
FINAL LOCATION SHALL BE DETERMINED IN THE FIELD BY
THE ENGINEER LOCATIONS OF VAULTS VARY
CD 2 1/'Z' ROMAC SADDLE IPT, STYLE #202S, DOUBLE STRAP
TAP OFF TOP OF FORCE MAIN
o 12"x12"xS" SUMP FOR WATER REMOVAL.
o 2" PLUG VALVE, SEE SPEC SEC 15110
@ 2" 316 SST CORP STOP
@ 2"x4" PVC TEE WITH PLUG IN BOTTOM DRILL (2) 1/4"
WHEEP HOLE IN PLUG
@ 2" PVC SCD 80
@ TREATlED 4"x4" POST.
@ SST STRAP
@ TWO PIECE CAST IRON VALVE BOX
@ DRESSER COUPLING, SEE SECTION 15085
@ TYPE D PENETRATION, SEE DRAWING M-1001
@ 2 112" FM PIPE MATERIAL SHALL BE STlEEL PER SECTION
15050
ZONE REV
REVISIONS
DESCRIPTION
BY
DATE APP
On
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EP LINE
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1 MANHOLES SET IN PAVED STREETS OR OTHER PAVED
AREAS SHALL BE SET TO FINISHED GRADE OF THE PAVING
THE MANHOLE FRAME SHALL BE TIL TIED TO CONFORM TO
THE GRADE OF THE PAVED SURFACE REMOVE ASPHALT
FROM COVER AFTER PAVING FRAME AND COVER SHALL BE
PER WSDOT STANDARD PLAN 8-25 SEE DRAWING C-1622
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MANHOLE TOP 6" ABOVE GRADE
3 TOP HALF OF PIPE TO BE REMOVED TO CONTOUR OF
INSIDE OF MANHOLE BROKEN EDGES TO BE PLASTlERED
SMOOTH WITH MORTAR TYPICAL ALL MANHOLES.
0>
4 BELLS SHALL BE CAST INTO PRECAST MANHOLE BASE BY
MANHOLE MAUFACTURER
5 ALL NEW MANHOLES SHALL HAVE PRECAST BASES WITH
INTEGRAL RISER SECTIONS, RISERS AND ECCENTRIC CONE
SECTIONS UNLESS SPECIFIED OTHERWISE MANHOLES
SHALL INCLUDE POLYPROPYLENE STEPS (SEE DETAIL
NC-1502) SPACED AT 12" CENTERS
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MANHOLE LID OUT OF
WHEEL RUT (TYP)
TYPICAL MANHOLE IN PAVED ROADWAY
TOP AND INVERT PLAN
DETAIL. 8
NO SCALE
PORT ANGELES
SEATTLE, WA DESIGNED AMLL
DRAWN HLW
SUBMITTED" DATE. CHECKED TJK
CHECKED'
APPROVED DATE APPROVED' MIlO I EXPIRES 3123108
--""'"""-
A B C D E G H J K
SLOPE
GRAVEL BACKFILL
FOR DRAINS, SEE
SPEC SECTION 9-03 12
]
10"FM
COMBINATION AIR VALVE
DETAil @
NO SCALE
BROWN AND CALDWELL
UNE IS 2 INCHES
AT FUll SIZE
(IF NOT T. SCALE ACCORDINGLY)
I EXTERNAL REFERENCE FILES
EUGA-BC- TB-02 dWa
KEITlWiN- TODD dwa
EASTERN URBAN GROWTH AREA
CIVIL
SANITARY SEWER
DETAILS - 3
M
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INVERT CHANNEL
CONSTRUCTlED TO
UNIFORM FLOW LINES WITH
GRADUAL TRANSITION
SECTIONS
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FLEXIBLE MANHOLE
CONNECTION
TYPICAL ALL PIPES
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130282-C-1603
Be PROJECT NUMBER
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ORAVVlNG NUMBER
C-1603
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STANDARD DETAIL
R/W
VARIES
S'TO r
CD
2"X4"XJ6" MARKeR PAlNTE:O GRrrN.
LABEL AS SHOWN. INDICA TE: DEPTH TO Sfvra:
TO NeAReST FOOT ON OPPOSITE: SIDe.
CAST IRON RING AND CO\lf"R
Pt71 IlSDOT STANDARD PLANS.
CO\lf"R SHALL Be CAST WITH THe
WORD '~R" ON THE TOP
lSO'MAX ;l
TO J,JANHOlE
ReMOVABU: SCReW-ON CAP
FlNISHE:D GRADF:
S' WNIMUM OEPTH
AT RIGHT OF WAY LINe
FINISHE:D GRADE
12 GAUGe GAL V W1~ I
ATTACHE:D TO PIPe AND STAKE ~
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PVC Wl'F TO FIT GRA 1'I TY SOER
MAIN AND SJDC SCIlER
45' MAX
co
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SHOJIN a>I SITE PUN
6"PVC
.
PLUG OlD. TYP
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NOT TO SCAL<
NO rES:
NOTES:
SCVER PIPE AND FlmNGS SHALL
CONFORM TO THE REOU/RaJOITS OF
ASTM D 3034 SDR 35.
2. CALL FOR FORM/pIPE INSPECT/ON BY CITY
24 HOURS PRIOR TO POURING CONCRETE:
OR COF BACKFILL
1. ROTA TE: THE 4S' eLBOW TO ACHIC\If" THE
PROPE1l ANGLE TO REACH THE PROPt71TY
LD{E WITH S' OF COI€R. U/NIIIUM
ALLOWABLe SL OPE IS 2%
2. .1' U/NIIIUM SCPARA TlON BETWCEN
SIDE SEWeR AND AOJOINlNC LOT UN<.
.J. SEWER PIPE AND FlmNGS SHALL
CONFORII TO THE REOUIREMOITS OF
ASTM D .JO.J4 SDR .15.
4 CALL FOR INSPECTION BY CITY 24
HOURS PRIOR TO PLACING BACKFILL
'V
ALL WORK AND MA TE:R1AL TO BE IN ACCORDANCe WITH THE: CUR~T
WASHINGTON STA TE: DEPARTMO/T OF TRANSPORTA TlON "STANDARD
SPEClF/CA T/ONS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION"
ALL WORK AND 11,1, rrRIAI. TO BE IN ACCORDANCE WITH THE: CURRENT
WASHINGTON STATE: DEPARTMENT OF TRANSPORTATION "STANDARD
SPEC/FICA TlONS FOR ROAD, 8Rf[)(;C, AND IIUNlClPAL CONSTRUCTION'
SINGLE SEWER SERVICE
APPROVED BY
CITY ENGINEER . ~
FILE NAME: DUALSEIIU? DHG
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SEWER CLEANOUT
DETAIL
APPROVED BY
CITY ENGINEER
FILE NAME:
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SINGLE SEWER SERVICE
DETAIL Li::J
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NO SCALE
BROWN Ai\D CALDWELL
REVISIONS
DESCRIPTION
I EXTERNAl REFERENCE ALES
EUGA-BC- ffi.(l2 ctwo
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" SC'LE ACCORDINGLY)
BY DATE APP
ZONE REV
SEATTLE. WA DESIGNED- "'LL
DRAWN HlW
SUBMITTED DAlE CHECKED MIlO
CHECKED
APPROVED DAlE APPROVED TJl(
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PRCPERT'l1.JNE
6" PH:' ,,2Jr M1NJM/JI/
5' IIfN1J/IIII DCPTH AT R/W
NOTES:
ROTA TE: THE 45" ELBOW TO ACHIE\If" THE
PROPER ANGLE TO REACH THE PROPERTY
LINE WITH S' OF COIfR. IIINIMUII
ALLOWABLE SLOP< IS Z%
2. .1' MINlIJUM SCPARA TlON BETWEEN
SIDE SCVrF:R AND ADJOINING LOT UN<.
J. SCIIfR PIPE AND FITTINGS SHALL
CONFORM TO THE REQUIREMENTS OF
ASTII 0 .JO.J.f SDR Js.
.f. CALL FOR INSPECTION BY CITY 24
HOURS PRIOR TO PLACING BACKF/U..
ALL IIIlIlK AND MA TE:RIAL TO BE IN ACCORDANCE I'IfTH THE CURRENT
WASHINGTON STATE: DEPARTMENT OF TRANSPORTA TlON '"sTANDARD
SPEC/FICA TlONS FOR ROAD, BRlDGE. AND /JUNIClPAL CONSTRUCTION'
DAlE : ~
REVISED: .J/TS~
DUAL SEWER SERVICE
M
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DUAL SEWER SERVICE
DETAIL ~
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EASTERN URBAN GROWTH AREA
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COPA STANDARD DETAILS-1
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FILENAME
130282~1611
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAWING NUMBER
C-1611
SHEET NUMBER
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10 NOT ro SCALE
NOTES: 10
I, SE1E1? P1~ AND FITTINGS SHALL
CONFORM TO THE REOIJIREMD/TS OF
ASTJI D 3034 SDR 35-
2- CALL FOR FORII/PIPE INSPECTION BY CITY
24 HOURS PRfOR TO POURING CONCRETE
OR COF BACKFIU.
~
ALL _K AND IIA TERlAL ro BE IN ACCORDANCE: MlTH THE ClJRRENT ~
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD
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OUTSIDE DROP
MANHOLE CONNECTION
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NO SCAlE
N
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UNE IS 2 INCHES
AT FUU SIZE
(IF NOT:r SCALE ACCORDINGlY)
I EXTERNAl REFERENCE FILES
EUGA-BC-~
ZONE REV
REVISIONS
DESCRIPTION
BY
DATE APP
EASTERN URBAN GROWTH AREA
CIVIL
SANITARY SEWER
COPA STANDARD DETAILS - 2
FILENAME
130282-C-1612
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
SEATTLE, WA DESIGNED" ANl.L
ORA""" to.W
SUBMITTED DATE CHECKED TJK
CHECKED
APPROVED CATE APPROVED MIlO
--""""'"
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DRAWING NUMBER
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MANHOlE DIMENSION TABLE
IWCIIIUII __ __STEEl.
- WALL - ~ IlISTANCI! \In'1lt IN EACH D1RECT1OH)
1lIICIlIIElIS lHICKIIElI8 SIZE BEIWEEII
KNOCICllUTlI DnEGIW._ 8l!PARAn:_
4lI" .. ll" 38" ll" 0.18 o.2J
54' 4112' r 4Z' " 0.18 018
I!iI1' 5' ll" 4lI" a- G.25 0.2&
IDI'IRES .au L 2OQS1
LINE IS 2 INCHES I EXTERNAl REFERENCE FILES
ATFULL SIZE EUGMlC n><I2....
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130282
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178+00
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REVISIONS
DESCRIPTION
BY I DATE I APP
EASTERN URBAN GROWTH AREA
CIVIL
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183+00
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BY I DATE I APP
PORT ANGELES
EASTERN URBAN GROWTH AREA
CIVIL
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ST A 180+00 TO ST A 185+00
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FILENAME
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130282
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188+00
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Speed Reference
Posted
Speed
Std Plan
Reference
GENERAL NOTES:
o
......
Notes
Phase the work to proVIde three work areas the eastbound thru
lanes. the center three lanes. and the westbound thru lanes A
minimum of one (1) lane for each direction shall be mamtslnedJst
all limes Night work required Hwy 101 shaU be restored to normal
operabng concllbons pnor to 6 aDem each mommg
Night work shall be used for actIVIties reqwnng any Hwy 1011800
ck)sures Std Plan K-19 may be used as necessary to mamtaln 2
thru lanes for westbound Hwy 101
Description
Location
ID
1 NOTICE MUST BE POSTED IN THE FlEW A T LEAST 10
WORKING DA Y$ IN ADVANCE OF ANY FULL OR
DIRECTIONAL CLOSURES NOTICE IN THE FlEW SHALL
BE MADE USING SIGNING AS APPROVED BY THE
ENGINEER
I-
Notes
MaUltaUl access to adjacent propertJes and bus","sses throughout
construcbon
10
Locabon
North Masters
Street
K.3
Pump Stabon No 13 to Hwy 101
2S MPH
A
Trench CroSSIng HWY 101 at N Brook
Avenue
N/A
K-6 ,K-17
-
Phase the work to proVIde three work areas the eastbound lhru
lanes, the center three lanes, and the westbound thru lanes A
RUnlmLm afone (1) lane for each dlrecbon shaD be maintained at
aD bnlOS N'ghtwork reqUIred Hwy 101 shaD be restored to normal
operabfll condlbons pnorto 6 OOam each mOlTUng
C>
G
HIghway 101
2 SIGNING AND TRAFFIC CONTROL INFORMATION
PROVIDED IS A SCHEMA TIC REPRESENTATION ONLY.
ALL SIGNING AND TRAFFIC CONTROL SHALL BE PER
MUTCD TRAFFIC CONTROL PLANS MUST BE
SUBMITTED A T LEAST 30 DA YS IN ADVANCE OF WORK
Trench CroSSing West of N Masters
St
K-6. K.17
N1A
N Brooke Avenue to Pioneer Street 140 MPH
K-6
B
HIghway 101
Walmart mld-block dnveway may be c.bsed as necessary to
complete const:nJctJon Alternate access available from mam
Intersecbon. Night work shaD be used for actJVlbes requanng any
Hwy 101 lane c.bsures Sid Plan K.19 maybe used as necessary
to maintain 2lhru lanes for westbound Hwy 101
Close haU ofWalmart Intersecbon at a bnlO NIght work shaD be
used for acbVlbes reqUlnng any Hwy 1 01 lane c.bsures
NIght work shaD be used for acbVlbes reqUlnng any Hwy 101 lane
closures Std Plan K-19 maybe used as necessary to malntam 2
lhru lanes for westbound Hwy 101
E MyI1Ie Street
N Came Streetto N BakerStreet 125 MPH
N/A
FuD Closure See Detour Plan
H
Pioneer Stroet
C>
Malntam access thru mtersecbons by phaSing work Complete first
half pnor to sWitching to other half Mamtaln mgress/egress to fire
staton at 7th Avenue
3 THE CONTRACTOR SHALL STA TlON SPOTTERS AS
REOUIRED TO ACCOMMODA TE OPERA TlONS.
4 LOCAL ACCESS SHALL BE PROVIDED THROUGHOUT
CONSTRUCTION
5 SEE K-3 SID PLAN FOR FLAGGING STA TlONS
6 THE CONTRACTOR IS NOT ALLOWED TO CLOSE TRAFFIC
A T INTERSECTIONS AND MUST USE THE SID K PLANS
TO MAINTAIN TRAFFIC MOVEMENT
7. FOR NIGHTlME WORK, ALL FLAGGING STATIONS SHALL
INCLUDE APPROPRIA TE ILLUMINA TION COMPARABLE OR
EOUAL TO A PORTABLE LIGHT TOWER SUCH AS GENIE
TML-4000N. 2B-FT ILLUMINATION HEIGHT, 360' LAMP
ROTATION, 4-1000 WATT LAMPS.
B ALL TRAFFIC CONTROL IS INCLUDED IN THE LUMP SUM
ITEM 'PROJECT TEMPORARY TRAFFIC CONTROL'
r--
Pioneer Street to 3rd Avenue 125 MPH
K-3
North Masters to Walmart Intersecton 140 MPH 1 K-6
N Baker Street
-
3rd A venue
N Baker Street to Harborerest '25 MPH
K-3
Maintain access to adJ8cent properties and bUSinesses tlYoughout
constructon
~
c
Intersecbon of Hwy 101 and E
Kolonels Way
L
N Brook Avenue
Hwy 101 to E MyI1Ie Street 125 MPH
K-3
K-20
N1A
Walmart
Maintain access to adjacent properties and bUSinesses throughout
constructon
<Xl
o
HIghway 101
Walmart (E Kolonels Way)
Intersecbon to Slate Road
K-6
N Baker Street to Harboreresl 12S MPH
K-3
Mamtaln access to adJ8cent properties and bUSinesses throughout
constructon
For work at the IOtersecton of Hwy 101 and Pioneer, Contractor to
hire an off duty Police Officer to control b.Jm movements
<Xl
40 MPH
M
E
Slate Road
Hwy 101 to Kemp Street
N1A
FuR Closure See Detour Plan
N
Pioneer Stnle1
Hwy 101 to N CanlO Street 125 MPH
K-3
2S MPH
~
-
MaIntaIn access thru Intersecbons by phaSIng work Complete first
haU prior to SWItchIng to other haU Full closure of Kemp Street may
be necessary between Lelghland Avenue and N Brook Awnue
Detour avaIlable VIa Hwy 101 and/or E 2nd Street Conbactor shall
manrtam toeal access to adjacent properbes at aU bmes
~/I
PROJeCT ALIGNMENT
F
Kemp Street
Mt Pleasant Road to N Brook
Avenue
K-3
LEGEND
2S MPH
r--
-
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TRAFFIC CONTROL SUMMARY PLAN
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INSTALL B TOTAL. TYPE 11/ BARRiCADES PER WSDOT
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UNE 'S 2 INCHES
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REVISIONS
DESCRIPTION
II 3350 Monte Vzlla Parkway
BotheIl, Washmgton 98021 8972
(42:5)1/6l-4a:X1
(42lI')8dl-48OlI
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PORT ANGELES
EASTERN URBAN GROWTH AREA
INTERCEPTOR PROJECT
DATE
APP
BY
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1 INSTALL B TOTAL, TYPE III BARRICADES PER WSDOT
STANDARD PLAN H-2(TYP) EACH BARRICADE SHALL
BE MOUNTED WITH A ROAD CLOSED TO THRU TRAFFIC
SIGN (RII-4 OF THE MUTCD) AND A SUPPLEMENTAL
PLAQUE STATING LOCAL ACCESS ONL Y THE SIGNS
SHALL BE SIZED TO ACCOMMODA TE A CONVENTIONAL
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NOTICE MUST BE POSTED IN THE FIELD A T LEAST 10
WORKING DA YS IN ADVANCE OF ANY FULL OR
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BE MADE USING SIGNING AS APPROVED BY THE
ENGINEER
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TRAFFIC CONTROL SHALL BE PER MUTCD TRAFFIC
CONTROL PLANS MUST BE SUBMITTED AT LEAST 30
DA YS IN ADVANCE CLOSURE
3 THE CONTRACTOR SHALL STA TlON SPOTTERS AS
REQUIRED TO ACCOMMODA TE OPERA TlONS
4 LOCAL ACCESS SHALL BE MAINTAINED THROUGHOUT
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UNLESS OTHERWISE NOTED, PIPING AND INSTRUMENTATION SHOWIN ON "M" DRAWINGS
SHALL BE PROVIDED REGARDLESS OF WHETHER THESE FEATlJRES ARE SPECIFIED ON
OTHER DISCIPLINE DRAWINGS (THAT IS, MECHANICAL, INSTRUMENTATION, ETC)
2 THIS IS A SYANDARDIZED DRAWING NOT ALL OF THE INFORMATION SHOWIN MAY BE
USED ON THIS PROJECT
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GENERAL NOTES AND TYPICAL DETAILS
G3
DIMENSIONS
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO THE
MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE
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MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,
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G 5 MEANS, METHODS & CONSTRUCTION LOADS
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SEQUENCE OF CONSTRUCTION, AND SHALL MAKE ADEQUATE PROVISION
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CONSTRUCTION DETERMINATION OF AND PROVISIONS FOR
CONSTRUCTION LOADING SHALl BE PROVIDED BY THE CONTRACTOR
I'- G 6 DRAINAGE SURFACES
SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN SLOPE SHALL BE 118"
TO 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THE PLANS
G 7 OPENINGS
OPENINGS THROUGH NEW AND EXISTING WALLS AND SLABS FOR PIPES,
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ACCORDANCE WITH THE OTHER CONTRACT DRAWINGS
<0 DESIGN CRITERIA
D 1 GOVERNING BUILDING CODE
STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL
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1 DEAD LOAD
WEIGHT OF ALl PERMANENT STRUCTURAL AND NON-STRUCTURAL
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OR 300 PSI WHICHEVER IS GREATER
PROCESS AREAS
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HEAVY EQUIPMENT PROCESS AREAS
OR EQUIPMENT PLUS 50 PSF, WHICHEVER IS GREATER
3 SNOW LOAD
MINIMUM DESIGN SNOW LOAD
GROUND SNOW LOAD, Pg
FLAT ROOF SNOW LOAD, PI
EXPOSURE FACTOR, Ce
IMPORTANCE FACTOR. Is
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5 EARTHQUAKE LOAD
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SHORT PERIOD SPECTRAL ACCELERATION, S8 1 12
ONE-5ECOND PERIOD SPECTRAL ACCELERATION, S, 046
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SEISMIC DESIGN CATEGORY D
BASIC FORCE-RESISTING SYSTEM, BEARING WALL SYSTEM, SPECIAL
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PUMP STATION 12, V 412 KIPS
PUMP STATION 13, V 942 KIPS
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BELOW WATER TABLE
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7 FLUID LOAD
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FOUNDATION
F 1 DESIGN BASIS
FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS CONTAINED IN A
GEOTECHNICAL REPORT DATED AUGUST 2, 2006 BY ZIPPER ZEMAN
ASSOCIATES INC
F 2 SHALLOW FOUNDATIONS
SHALlLOW FOUNDATIONS (SPREAD FOOTINGS, WALL FOOTINGS) HAVE
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F 3 DIFFERING CONDITIONS
FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER
FROM THOSE INDICATED IN THE GEOTECHNICAL REPORT SHALl BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER
CONTRACTOR IS RESPONSIBLE FOR REPLACING WORK CONDUCTED
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ADDITIONAL DIRECTIONS
CONCRETE
C 1 APPLICABLE CODE
CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)
IN ADDITION, WASTEWATER CONTAINING STRUCTURES SHALL CONFORM
TO THE LATEST EDITION OF CODE REQUIREMENTS FOR ENVIRONMENTAL
CONCRETE STRUCTURES (ACI 350)
C 2 REINFORCING STEEL DETAILS
ALL DETAILING, FABRICATION AND INSTALLATION OF REINFORCING BARS
SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES
(ACI-315)
C 3 CONCRETE COMPRESSIVE STRESS
1 WASTEWATER CONTAINING STRUCTURES
MINIMUM 4,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
2 ALL OTHER STRUCTURAL CONCRETE
MINIMUM 4,000 PSI COMPRESSNE STRENGTH AT 28 DAYS
C 4 WELDING REINFORCING BARS
WELDING REINFORCING BARS IS PROHIBITED EXCEPT WHERE
SPECIFICALLY DETAILED TO BE WELDED ALL REINFORCING TO BE
WELDED SHALL CONFORM TO ASTM A706 OR ASTM A615 WITH CERTIFIED
MILL CERTIFICATES INDICATING SUBSTANTIALLY THE SAME MECHANICAL
PROPERTIES AS A706
CONCRETE (continued)
C 5 CONCRETE COVER
CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO ACI 350R
AND AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER
1 CONCRETE CAST AGAINST EARTH 3"
2 CONCRETE EXPOSED TO EARTH,
WASTEWATER, CHEMICALS OR WEATHER. 2"
3 CONCRETE NOT EXPOSED TO EARTH,
WASTEWATER, CHEMICALS OR WEATHER
BEAMS AND COLUMNS 1-112"
SLABS OR WALLS 1"
C 6 CHAMFERS
EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND
EDGES SHALL HAVE 314" CHAMFERS REENTRANT CORNERS SHALL NOT
HAVE FILLETS
C 7 ANCHOR BOLTS
ANCHOR BOLTS SHALL BE ASTM A320 TYPE 316 MATERIAL UNLESS NOTED
OTHERWISE
MASONRY
MA 1 MASONRY STRENGTH
MASONRY UNITS, MORTAR AND GROUT SHALIL CONFORM TO
SPECIFICATIONS AND ACHIEVE fm = 1,500 PSI MINIMUM SPECIAL
INSPECTION IS REQUIRED
MA 2 REINFORCING
REINFORCING SHALL CONFORM TO CONCRETE REINFORCING
SPECIFICATIONS
STEEL
ST 1 APPLICABLE CODE
STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND
STANDARDS PRESENTED IN THE 3rd EDITION OF THE AISC MANUAL OF
STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN
ST 2 MATERIALS
1 STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE
50 OTHER SHAPES AND PLATES SHALL CONFORM TO ASTM A36
2 STRUCTURAL PIPE SHALL CONFORM TO ASTM AS3 TYPES E OR S GRADE
B, OR ASOO GRADE A STRUCTURAL TUBING SHALL CONFORM TO ASTM
ASOO GRADE B
3 ALL STAINLESS STEEL SHALL BE TYPE 316 MEETING ASTM A276 UNLESS
OTHERWISE SPECIFIED
ST 3 WELDING
WELDING SHALL CONFORM TO AWS 01 1-1 ELECTRODES FOR SHOP AND
FIELD WELDS SHALL CONFORM TO AWS AS 1 OR AS 5 , CLASS E70XX
STAINLESS STEEL WELDING SHALL CONFORM TO AWS 01 6 WITH A5 4 OR
AS 9 ELECTRODES
ST 4 BOLTS
STRUCTURAl BOLTS SHALL CONFORM TO ASTM AJ07 UNLESS HIGH
STRENGTH BOLTS ARE NOTED ON THE DRAWINGS HIGH STRENGTH
BOLTS SHALL BE FULLY TENSIONED UNLESS NOTED OTHERWISE
SD 1 GENERAl DESIGN REQUIREMENTS
i COMPLY WITH SPECIFICATIONS AND REQUIREMENTS OF THE STEEL DECK
, INSTITUTE
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SO 2 ROOF DECK
ROOF DECK SHAll BE VULCRAFT TYPE 1 S B, 20 GAGE OR EQUAL
SO 3 ROOF DECK ATTACHMENT
DECK ATTACHMENT SHALL BE DESIGNED FOR DIAPHRAM SHEAR= 390 PLF
(ALLOWABLE STRESS DESIGN BASIS, NO INCREASE IN STRESS PERMITTED)
OR (NET WIND UPLIFT AS SHOWN ON ROOF FRAMING PLAN WHICHEVER IS
GREATER)
MINIMUM DECK ATTACHMENTS TO THE STRUCTURE SHALL BE AS
FOLLOWS
SIDELAPS 518'''' PUDDLE WELDS OR 318"x1 1/4" ARC SEAM WELDS, 6 PER
SPAN
INTERMEDIATE AND END SUPPORTS 5/8"'" PUDDLE WELDS, 36/5
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FOR THE FOLLOWING WORK
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STRUCTURE BACKFILL PERIODIC
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1 1/4"
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MINIMUM EMBEDMENT LENGTH, L
WEDGE ANCHOR ADHESIVE ANCHOR CAST IN ANCHOR
4 1/4" 4112" 4 112"
6" 6" 6"
7" 7 112" 7 112"
8" 9" 9"
8" 10112" 10112"
9" 12" 12"
13112"
lS"
18"
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ANCHOR NOTES
1 MINIMUM EMBEDMENT LENGTH PER SCHEDULE UNLESS INDICATED
OTHERWISE ON DRAWINGS
2 DO NOT TIGHTEN CAST IN ANCHOR UNTIL CONCRETE HAS ACHIEVED
SPECIFIED 28 DAY STRENGTH
3 CONFORM TO ICBO REPORT REQUIREMENTS AND MANUFACTURER'S
RECOMMENDATIONS FOR INSTALLATION
4 DO NOT USE WEDGE ANCHORS AT CONCRETE MASONRY WALLS
S ALL ANCHORS SHALL BE STAINLESS STEEL UNLESS INOICATED OTHERWISE
ON THE DRAWINGS
6 ADHESIVE ANCHOR VALUES BASED ON HIL TI HY1S0 AND HVU ADHESIVES
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ANCHORS
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NO SCALE
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4" MIN ALL AROUND
OR AS REQUIRED
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1 EQUIPMENT SHALL BE ANCHORED TO PAD ANCHORAGE
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2 CONCRETE PADS FOR ELECTRICAL EQUIPMENT SHALL BE
3 112" HIGH UNLESS NOTED OTHERWISE
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BAR DEVELOPMENT AND SPLICE LENGTH
BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH
TOP BARS OTHER TOP BARS OTHER
#3 1'-7" 1'-3" 2'-1 " 1'-7"
#4 2'-1" 1'-7" 2' 9" 2' 1 "
#5 2'-7" 2'-0" 3' 6" 2' 7"
#6 3'-1" 2'-5" 4'-0" 3' 1"
#7 4'-6" 3'-6" 5'-10" 4'-6"
#8 5'-2" 4'-0" 6'-8" 5'-2"
#9 5'-10" 4'-6" 7'-7" 5' 10"
#10 6'-6" 5'-0" 8'-6" 6'-6"
#11 7'-3" 5'-7" 9'-5" 7'-3"
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(2) #4 x 3'-0" TOP AND BOTTOM
AT ALL CORNERS OF
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AT 4S. TO REINFORCING AT
ROUND OPENINGS
ADDITIONAL REINFORCING 4 SIDES OF OPENINGS EQUAL TO NUMBER AND
SIZE OF REBARS DISCONTINUOUS AT OPENING WHERE ODD NUMBERS OF
BARS ARE DISCONTINUOUS PROVIDE (ODD NUMBER + 1)12 BARS ON EACH
SIDE OF OPENING
CONCRETE OPENING NOTES
EVERY REBAR DISCONTINUOUS AT AN OPENING SHALL BE REPLACED BY AN EXTRA
REBAR PLACED AT THE SIDE OF THE OPENING AS SHOWN ABOVE EXTEND EXTRA
REBARS MINIMUM LAP DISTANCE BEYOND EDGE OF OPENING
2 FOR OPENINGS 8" OR LESS IN SLABS AND OPENINGS 1'-0" OR LESS IN WALLS NO
ADDITONAL REINFORCING REQUIRED UNLESS SHOWN OTHERWISE REBARS SHALL BE
SPREAD (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE
3 UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE ADDITIONAL REINFORCING
AROUND OPENINGS IN WALLS AND SLABS AS SHOWN ABOVE
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1 UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL DEVELOPMENT AND
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THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER
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CORNER BARS, SIZE AND
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TYPE OF CONSTRUCTION II-B
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OCCUPANT LOAD FACTOR 100 GROSS
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EXIT REQUIREMENTS
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NUMBER OF EXITS REQUIRED 1
NUMBER OF EXITS PROVIDED 2
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KEY NOTES:
04" DIA PERFORATED FOUNDATION
DRAIN PIPE EMBEDDED IN 18" WIDE
ENVELOPE OF PEA GRAVEL
CD 8" SLAB ON GRADE REINFORCE WITH
#5 @ 12" EACH WAY PLACED AT
MID-DEPTH OF SLAB
CD STEP WALL FOOTING TO MAINTAIN 1'-6"
MINIMUM TO TOP OF FOOTING FROM
FINISH GRADE MAXIMUM STEP 1
VERTICAL TO 2 HORIZONTAL
o REMOVE LOOSE OR DISTURBED NATIVE
MATERIAL OR FILL SOILS REPLACE AS
REQUIRED WITH STRUCTURAL FILL
FOOTINGS SHALL BEAR ON MEDIUM
DENSE OR DENSE NATIVE SOIL OR
COMPACTED STRUCTURAL FILL
(95-PERCENT MODIFIED PROCTOR
DENSITY)
o MINIMUM 4" THICK CAPILLARY BREAK
OVER COMPACTED NATIVE SOIL OR
STRUCTURAL FIUL
0112" PREFORMED JOINT FILLER
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Be PROJECT NUMBER
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CD PRECAST CONCRETE MANHOLE SECTION, TYPICAL
CD CONCRETE Fill SLOPE AS SHOWN
o COORDINATE ELEVATION, DIMENSION REQUIREMENTS WITH
PUMP SUPPLIER
o COORDINATE DIMENSION REQUIREMENTS WITH PUMP
SUPPLIER ALIGN PARALLEL TO 20"0 SS SEE CIVIL DRAWINGS
o SEE MECHANICAL DRAWINGS FOR PIPE PENETRATIONS 0>
THROUGH MANHOLE, TYPICAL
01 #4 DIAGONAL X 3'-0" T&B AT EACH CORNER OF HATCH
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Be PROJECT NUMBER
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CUENT PROJECT NUMBER
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DRAWN OJO
SUBMITTED DATE. CHECKED NMO
CHECKED
APPROVED DATE _ APPROVED HMO
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SUBMITTED DATE CHECKED- NUll
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CODE ANALYSIS:
INTERNATIONAL BUILDING CODE (2003 EDITION)
o
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TYPE OF CONSTRUCTION II-B
OCCUPANCY CLASSIFICATION Fl
CHEMICAL STORAGE 1,100 GAL BIOXIDE
ALLOWABLE FLOOR AREA 15,500 SQ FT
BUILDING FLOOR AREA
ELECTRICAL ROOM 175 SQ FT
CHEMICAL ROOM 192 SQ FT
TOTAL BUILDING AREA 367 SQ FT
OCCUPANT LOAD FACTOR 100 GROSS
OCCUPANT LOAD 4
EXIT REQUIREMENTS
WIDTH OF EXIT 4xD.2=D 8"
NUMBER OF EXITS REQUIRED 2
NUMBER OF EXITS PROVIDED 3
WIDTH OF EXITS PROVIDED lOS"
FIRE RESISTIVE REQUIREMENTS
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KEY NOTES:
CD FLOOR DRAIN
CD PROVIDE OPENING FOR EXHAUST FAN SEE
MECHANICAL DRAWING FOR FAN INSTALL
FAN IN ACCORDANCE WITH
MANUFACTURE~SRECOMMENDATIONS
o 3'.{)" x 7''{)'' ALUMINUM DOOR SEE
MECHANICAL DRAWINGS FOR LOUVER
o LOUVER OPENING, SEE MECHANICAL
DRAWINGS FOR SIZE AND PLACEMENT
o HOUSEKEEPING PAD, TYPICAL SEE
DETAIL D/S-l001
CD 3'.{)" x 7''{)'' ALUMINUM DOOR
CD 3'-6" x 3'-6" x 6" THICK CONCRETE LANDING
SLAB, TYPICAL EACH DOOR REINFORCE
WITH #4 @ 12" EACH WAY
CD DESIGN DECK ATTACHMENT FOR NET
UPLIFT = 55 PSF OVER 3'.{)" WIDE END ZONES
OF ROOF REMAINDER OF ROOF SHALL BE
DESIGNED FOR NET UPLIFT = 35 PSF
o 7'-4"xl D'.{)" ALUMINUM OVERHEAD ROLL-UP
DOOR
@ PROVIDE BEAM CONNECTION SIMILAR TO
DETAIL AlS-l003 TYP
@EQUIPMENT PAD SEE DETAIL BI5-1oo2
@ PROVIDE DECK ATTACHMENT PER SECTION
3/S-1003
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FILENAME
130282-$..1301
BC PROJECT NUMBER
BY
DATE APP
EASTERN URBAN GROWTH AREA
CUENT PROJECT NUMBER
STRUCTURAL
PUMP STATION 13
PLANS
M
ORA,^"NG NUMBER
8-1301
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(1) #5 AT FIRST COURSE
(1) #5 AT TOP COURSE
(2) #5xOPNG WIDTH + 4'-4" OVER
DOORS
(1) #5xOPNG WIDTH + 4'-4" TOP AND
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SECTION Q
SCAlE 112"=1'.()"
I EXTERNAl REFERENCE FILES
EIJGA.8C. 1'9-02 dwg
EUGA-10l).$.10D0-01 (two
OUEVEL-NANCY .dwa
ZONE REV
REVISIONS
DESCRIPTION
G
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TOP OF WAll
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TYP VERT REINF
(1) #5@ 16" (HOOK OVER ROll UP DOOR)
(1) #5 AT CORNER ADDITIONAL
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EL 185 50
BY
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DATE APP
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SEATTLE, WA DESIGNED lAG"
DRAWN OJD
SUBMITTED" DATE CHECKED HMO
CHECKED
APPROVED DATE _ APPROVED NNO
eROYoflAMlc.+ulWa.l.
A B C D
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KEY NOTES:
CD 4"0 PERFORATED FOUNDATION DRAIN
PIPE EMBEDDED IN 18" WIDE ENVELOPE
OF PEA GRAVEL
CD REMOVE LOOSE OR DISTURBED NATIVE
OR FILL SOILS REPLACE AS REQUIRED
WITH STRUCTURAL FILL FOUNDATION
SHALL BEAR ON MEDIUM DENSE OR
DENSE NATIVE SOIL OR COMPACTED
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PROCTOR DENSITY)
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130282+1302
BC PROJECT NUMBER
STRUCTURAL
PUMP STATION 13 CUENT PROJECT NUMBER
SECTIONS DRAWING NUMBER
S-1302
SHEET NUMBER
OF
M N 0 P
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#4 @ 9" Al.L
AROUND
3 #5 (CIRCULAR
5 BARS)
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KEY NOTES:
CD PRECAST CONCRETE MANHOLE SECTION, TYPICAL
CD CONCRETE FILL SLOPE AS SHOWN
CD COORDINATE ELEVATION, DIMENSION REQUIREMENTS WITH
PUMP SUPPLIER
o COORDINATE DIMENSION REQUIREMENTS WITH PUMP
SUPPLIER ALIGN PARALLEL TO 15"0 SS SEE CIVIL DRAWINGS
o SEE MECHANICAL DRAWINGS FOR PIPE PENETRATIONS
THROUGH MANHOLE, TYPICAL
01 #4 DIAGONAL x 3'-0" T&B AT EACH CORNER OF HATCH
CD REINFORCE TOP SLAB WITH #7 @ 9" EW. T&B TYP
o 2'-6"x6'-O" ACCESS HATCH SEE MECHANICAL DRAWINGS
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APPROVED DATE _ APPROVED HMO
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'----/
SCALE ,12"=,'.(J"
BASE PLAN
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BROWN AND CALDWELL
LINE IS 2 INCHES
AT FUll SIZE
(If NOT 2" SCAlE ACCORO\HGl Y)
EXTERNAL REFERENCE FilES
E\JGA.8C. TB-02.ctwv
EUGA.100.s.1Q00..03 dwa
DUEVEL-NANCY .chlra
REVISIONS
DESCRIPTION
ZONE REV
BY DATE APP
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N
EASTERN URBAN GROWTH AREA FIlENAME
'30282-5,1303
BC PROJECT NUMBER
MECHANICAL 130282
CUENT PROJECT NUMBER
PUMP STATION 13 DRAWING NUMBER
PLANS AND SECTION S-1303
SHEET NUMBER
OF
M N 0 P
A B
PIPE STANCHION
SADDLE, MSS
1YPE37
. 0
DRILL SADDLE AND
STANCHION INSTALL
3/4-INCH BOLT, LOCK
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1YPE N STRUCTURAL
ATTACHMENT SEE
DETBIM1001
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4" SCH 40 STEEL
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3" THROUGH 20" PIPE
TYPE 10 PIPE STANCHION SADDLE
8
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112" MIN FOR FLOORS AND
CEILINGS
PIPE SLEEVE
MIN SCH 20
FINISHED
FLOOR
GROUT AFTER
LEVELING
<l
316 STAINLESS STEEL
1/4")(2 112")(2 112" L
<J
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316 STAINLESS STEEL
1/4")(2 112" STRAP
TYPE C PIPE PENETRATION
DETAIL 8
VAR
'---/
NO SCALE
BROWN AND CALDWELL
UNE IS 2 INCHES
AT FUll SIZE
(IF NOT Z". SCALE ACCORDiNGlY)
LEVELING
NUT
~
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VAR
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NO SCALE
TYPE N PIPE STANCHION FLOOR ATTACHMENT
DETAIL 8
VAR
'---/
NO SCALE
IF EXPOSED TO EARTH OR LIQUID,
PROVIDE 3/16" PL WEEP RING
WEEP RINGS SHALL HAVE A
MINIMUM DIAMETER 3-INCHES
GREATER THAN THE OUTSIDE PIPE
DIAMETER
PIPE SLEEVE
MIN SCH 20
PROVIDE SEALANT
AND BACKER ROD
OR TAPE ON TANK
SIDES (BOTH SIDES
IF REQ'D), OUT- SIDE
WALLS, AND WALLS
EXPOSED TO
EXPLOSIVE HAZARD
AREA
TYPE E WALL PENETRATION
DETAIL 8
VAR
'---/
NO SCALE
I EXTERNAL REFERENCE FILES
ElJGA..BC..'fB.02(tWQ
\lESTERGMRD-BQ dwa
IF EXPOSED TO EARTH OR LIQUID, PROVIDE 3/16" PL
WEEP RING WEEP RINGS SHALL HAVE A MINIMUM
DIAMETER 3-INCHES GREATER THAN THE OUTSIDE
PIPE DIAMETER
PENETRATION
SIMILAR TO 1YPE E
PIPE SLEEVE
BEVEL OPENING IN
EXISTING
CONCRETE ALL
AROUND TO
DIMENSIONS
SHOWN
ZONE REV
1/4
GROOVE 112" DEPTH,
PROVIDE WITH SEALANT
AND BACKER TAPE
I -;
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PIPE SEAL DETAIL
SIMILAR TO TYPE E
WALL PENETRATION
RESTRAINED FLEXIBLE
COUPLINGS FOR STEEL
PIPE SHALL BE
DESIGNED FOR 100 PSI
LINE PRESSURE IN
ACCORDANCE WITH
AWWA MANUAL Mil,
FIGURES 1915 AND
19 16 AWWA MANUAL
M11, TABLE 197 SHALL
BE UTILIZED
RISER CLAMP,
.$~.
TYPE X2
PIPE PENETRATION
FOR VERTICAL PIPE ONLY
112" THROUGH 8" PIPE
DETAIL ~
VAR
'---/
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RISER CLAMP
~
DETAIL M-1001
'---/
NO SCALE
REVISIONS
DESCRIPTION
BY DATE APP
SEATTLE, WA DESIGNED"
ORAVvN SMP
SUBMITTEO OATE CHECKED MIlO
CHECKED
APPROVED- OATE APPROVED EM< I EXPIRES 4/21108
--~
A B C 0 E G H
M
N
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PIPE CLAMP, FRAMING CHANNEL 1YPE ~
FOR COPPER PIPE, SECURE A 1/16"
THICK NEOPRENE STRIP TO FRAMING
CHANNEL WITH A COMPATIBLE
WATERPROOF ADHESIVE
FRAMING CHANNEL
1-5/8" SQ X 12 GAGE
MIN GALV AFTER FAB
0>
co
DO NOT USE FOR HORIZONTAL
PIPES LARGER THAN 2" WHEN
FRAMING CHANNEL IS MOUNTED
VERTICALLY
3/8" THROUGH 8" PIPE
TYPE 6 FRAMING CHANNEL PIPE CLAMP
DETAIL 8
VAR
'---/
NO SCALE
r--
co
WEEP RING 3/16" PL WEEP RINGS
SHALL HAVE A MINIMUM DIAMETER
3-INCHES GREATER THAN THE ll)
OUTSIDE PIPE DIAMETER
TANK SIDE OF WALL 'TANK SIDE
OF WALL" SHALL MEAN SIDE OF
WALL NORMALLY EXPOSED TO
LIQUID, EARTH, OR OUTSIDE
ATMOSPHERE SEAL WITH MASTIC
SEALANT WHERE WALL IS
EXPOSED TO LIQUID, EARTH, OR A 'V
HAZARDOUS (CLASSIFIED) AREA
PIPE SLEEVE, MIN SCH
20 DIAMETER SHALL
BE AS RECOMMENDED
BY THE MECHANICAL
SEAL MANUFACTURER
C")
TYPE D WALL PENETRATION
8
DETAIL VAR
'---/
NO SCALE
N
EASTERN URBAN GROWTH AREA
MECHANICAL
FILENAME
130B2U<-1001
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAWING NUMBER
PIPE SUPPORT DETAILS
M-1001
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SHEET NUMBER
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FLOOR DRAIN
REFERENCE SPEC
SECTION 15400
FINISHED
FLOOR~
FORM 2' DIA DISH
WHERE SPECIFIED ~
FLOOR DRAIN
REFERENCE SPEC
SECTION 15400
FINISHED
FLOOR
\
FINISHED FLOOR
OR WAJJ<YoIA Y
m
FLOOR LEVEL CLEAN OUT WITH
WITH ROUND ACCESS COVER
TYPE I OR TYPE II WHERE
SPECIFIED REFERENCE SPEC
SECTION 15400
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NOTE 18" so.
"""",,,m,,, J TYPE I CLEANOUT IS FOR FINISHED
COMBINATION"Y" 1/8 CONCRETE FLOORS
<Xl BEND FOR VENT LINE <Xl
WHERE SPECIFIED TYPE II CLEAN OUT IS FOR CONCRETE
FLOORS WITH FLOOR COVERING
TYPE 111 FLOOR DRAIN TYPE VII FLOOR DRAIN TYPE lAND IICLEANOUT TYPE IV ClEANOUT
..... DETAIL 8 8 DETAIL 8 ~ .....
VAR DETAIL VAR VAR DETAIL VAR
'-..-/ '-..-/ '-..-/ '-..-/
NO SCAl.E NO SCAl.E NO SCAl.E NO SCAl.E
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EASTERN URBAN GROWTH AREA
MECHANICAL
FILENAME
130828-M-1 002
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
REVISIONS
DESCRIPTION
LINE IS 2 INCHES
AT FUU SIZE
(IF NOT 2" . SCALE ACCORDlNGl. Y)
1 EXTERNAL REFERENCE FILES
EUGA-8C- TB-02 dwo
VESTER~d\IWQ
DATE APP
BY
ZONE REV
SEA TTLE. WA DESIGNED' 1M<
DRAWN ""p
SUBMITTED DATE CHECKED MVO
CHECKED
APPROVED DATE APPROVED 1M< I
--""""""-
A 8 C 0 E F G H K
DRAWING NUMBER
DRAINAGE DETAILS
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SHEET NUMBER
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WATER HEATER
DETAIL ~
VAA.
'-.-/
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ZONE REV
SEA TTLE. WA DESIGNED BVH
DRAWN SM'
SUBMrrTEO DATE CHECKED MIlO
CHECKED
APPROIlEO DATE APPROVED BVH I EXPIRES 4J21J05
--..........
A B C D E G H
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3/4" DIAMETER
MINIMUM SEE
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NOZZLElBELL
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'-.-/
NO SCALE
BROWN AND CALDWELL
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(If NOT r . SCAU: ACCORDlNGl. Y)
I EXTERNAL REFERENCE FILES
fUGA.8C.. TB-<I2 dwa
VESTERGMR0-80 dwIJ
H
ISOLATION VALVE
RELIEF VALVE
DISCHARGE INTO
DRAIN PAN
DRAIN
VALVE
r SET WATER HEATER IN
30"x30"x6" GALV STEEL
DRAIN PAN
REVISIONS
DESCRIPTION
L M N 0 P
L 3"x3"x3l16"
(TYP)
MOTOR
FAN ACCESS
DOOR (OPPOSITE
SIDE)
INLINE FAN
5116" BOLTS
SPRING ISOLATORS
WITH 1" DEFLECTION
(TYP)
FLEX DUCT
CONNECTOR, AS
SPECIFIED (TYP)
DUCT
J
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TYP
LOCATE SUPPORTS
TO PREVENT
INTERFERENCE
WITH FAN ACCESS
DOORS
MIN 112"
EXPANSION
BOLT (TYP)
4"xB''x1/4"
STEEL PLATE
(TYP)
NOTES
SPRING ISOLATORS SHALL BE AS SHOWN ON THE DRAWINGS OR
SHALL MEET THE MANUFACTURER'S REQUIREMENTS
2 FAN SUPPORT MATERIAL SHALL BE SAME MATERIAL AS FAN
:3 MODIFY FAN SUPPORTS AND SPRING ISOLATORS TO MEET
SELECTED FAN OPERATING LOADS
VERTICAL INLlNE FAN
DETAIL Gj
VAA.
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NO SCALE '
BY
DATE APP
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MECHANICAL
MISCELLANEOUS DETAILS
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130282
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M-1003
SHEET NUMBER
OF
P
A B C 0 E F G H J K L M N 0 p
HVAC DESIGNATIONS AND SYMBOLS ABBREVIATIONS AIR FLOW SCHEMA Tic SYMBOLS
. 0 AIR DUCT 0) THERMOSTAT OR CFM CUBIC FEET PER MINUTE 0
~ 9 FIRST DIMENSION DUCT SIDE TEMPERATURE SENSOR ~
SHOWN SECOND DIMENSION F FAN
SIDE NOT SHOWN HTR HEATER m
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I EXTERNAL REFERENCE RLES
EUGA.ac.TB-02 dwQ
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REVISIONS
DESCRIPTION
BY DATE APP
EASTERN URBAN GROWTH AREA
PROCESS AND INSTRUMENTATION
FILENAME
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SUBMITTED-
DATE
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REVISIONS
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GENERAL NOTES:
1 VAL VE VAULT FLOOR SHALL BE SLOPED TO DRAIN
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2 SEE STRUCTURAL DRAWINGS FOR VAULT, MANHOLE, AND
HATCH DETAILS
3 INSTALL COMBUSTIBLE GAS DETECTOR IN WET WEll, SEE
DWG 1-1002
KEY NOTES:
8 TYPE VII FLOOR DRAIN, SEE DWG M-l002
o TYPE IV CLEAN OUT, SEE DWG M-l002
CD TERMINATE IN WET WELL AT ELEVATION 187 FEET WITH A
45-DEGREE BEND AND 4x3 REDUCER NOZZLE INSTALL BEND
WITH GROOVED END RIGID TYP COUPLING ACCORDING TO
SPEC SEC 15058
o VALVE VAULT WALL PENETRATION TYPE 0, SEE DWG M-l00l
o WET WELL WALL PENETRATION TYPE X2, SEE DWG M-l00l
o STANCHION LOCATION, SEE STANCHION DET AIM-l00l
o TRANSITION TO HOPE, SEE DET DIM1003
o SEE DET DIM-l00l FOR PIPE SUPPORT
o FOR SLEEVE TYPE COUPLINGS, REFERENCE SPECIFICATION
15085
@FOR TAKE-DOWN FITTING, REFERENCE SPECIFICATION 15085
FOR EQUIPMENT CONNECTION FITTING
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TO MANHOLE CONNECTOR OR EQUAL
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FILENAME
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M-1201
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SCAlE 318''=1'-c'
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PORT ANGELES
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REVISIONS
DESCRIPTION
LINE IS 2 INCHES
AT FUU SIZE
(IF HOT 2'" - SCALE ACCORDINGlY)
ZONE REV
SEATTLE, WA DESIGNED
DRAWN .....
SUBMIITED DATE CHECKED MIlO
CHECKED
APPROVED DATE APPROVED BVH
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BY
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FIL.E:NAME
130282-M-1202
BC PROJECT NUMBER
1302B2
CUENT PROJECT NUMBER
DRAWING NUMBER
M-1202
SHEET NUMBER
OF
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1 FOR INSTRUMENTS IN WET WELl, SEE P-1201 AND 1-1003
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KEY NOTES:
o LATERAL PIPE RESTRAINTS INSTALLED PER DET CIM-1001
INSTALL ON VERTICAL PIPE ON 10 FT CENTERS AND WITHIN 3
FT OF ELBOWS
o INTERMEDIATE GUIDE BAR BRACKETS LOCATED PER PUMP
MANUFACTURERS RECOMMENDATIONS
o MINIMUM SLOPE WITHIN WET WELL IS 45-DEGREES
o INSTALL PUMP SUPPORT PER MANUFACTURERS
RECOMMENDATION FILL WITH GROUT AFTER INSTALLATION
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FOR HATCH OPENING DETAILS,
SEE STRUCTURAL DRAWINGS
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SECTION M-1201
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SCALE 3/8"=1'-U'
SECTION 8
M-1201
'-..-/
SCAlE 3/8"="-U'
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BROWN AND CALDWELL
LINE IS 2 INCHES
AT FULlSlZE
(IF NOT 2". SCALE ACCORDINGLY)
ZONE REV
REVISIONS
DESCRIPTION
BY
DATE N>P
PORT ANGELES
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FILENAME
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Be PROJECT NUMBER
1302B2
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SEATTLE. WA DESIGNED 1M<
DRAWN SM?
SUBMITTED DATE _ CHECKED MVO
CHECKED
APPROVED- DATE _ APPROVED BVH
a~ANDCAI.lJVIa.L
A B C G H J
PUMP STATION 12
SECTIONS - 2
DRAWING NUMBER
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PLAN
SCALE 112" = 1'-0"
BROWN AND CALDWELL
LINE IS 2 INCHES
AT FUll SIZE
(IF NOT 2" . SCALE ACCORDINGLY)
SEATTLE, WA
DESIGNED -
DRAWN SMP
CHECKED we
CHECKED
APPROVED BVIi
C
SUBMITTED DATE
APPROVED DATE
A B
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ZONE REV
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REVISIONS
DESCRIPTION
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SOD CFM
SUPPLY AIR
BY DATE APP
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AIR FLOW SCHEMATIC
PORT ANGELES
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KEY NOTES:
CD 112" MESH ALUMINUM SCREEN OVER OPENING
ELECTRICAL ROOM
EXHAUST FAN
I F-1269 I
SPEC' 15863
500 CFM
EXHAUST AIR
EASTERN URBAN GROWTH AREA
CLALLAM COUNTY
PUMP STATION 12
HVAC PLAN AND
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DRAWN SM?
SUSMITTED DATE_ CHECKED MVO
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PLAN
SCALE 318" = 1'Q
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REVISIONS
OESCRIPTION
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PORT ANGELES
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DRAWING NUMBER
M-1301
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SECTION M-1301
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SCAlE 318":1'-0"
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REVISIONS
DESCRIPTION
UNE IS 2: INCHES
AT FULL SIZE
(If HOT r. SCAlE ACCORDINGlY)
BY
DATE APP
ZONE REV
SEATTLE, WA DESIGNED- """
DRAWN SMP
SUBMITTED DATE CHECKED MIlO
CHECKED
APPROVED DATE APPROVED """
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(0 STANCHION, SEE DWG M-1201 AND DET AIM-1001
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SECTIONS - 1
FILENAME
130282-M-1302
BC PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAWING NUMBER
M-1302
M N
SHEET NUMBER
OF
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FOR HATCH OPENING DETAILS,
SEE STRUCTURAL DRAWINGS
co
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GENERAL NOTES:
1 FOR INSTRUMENTS IN WET WELL, SEE P-1301 AND 1-1003
o
~
KEY NOTES:
(2) LATERAL PIPE RESTRAINTS INSTALLED PER DET CIM-l001
INSTALL ON VERTICAL PIPE ON 10 FT CENTERS AND WITHIN 3
FT OF ELBOWS
o INTERMEDIATE GUIDE BAR BRACKETS LOCATED PER PUMP
MANUFACTURERS RECOMMENDATIONS.
CD MINIMUM SLOPE WITHIN WET WELL IS 50-OEGREES
o INSTALL PUMP SUPPORT PER MANUFACTURERS
RECOMMENDATION FILL WITH GROUT AFTER INSTALLATION
co
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BOTTOM OF BELL
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TRENCH FLOOR
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SECTION 8
M-1301
'---/
SCALE 318"=1'-(1'
BROWN AND CALDWELL
UNE IS 2 INCHES
AT FULL SIZE
{IF NOT:r SCAlE ACCORDINGlY}
HYDRO CONE,
SEE DET AIM-1003
ZONE REV
SEATTLE. WA DESIGNED BVH
DRAWN SMP
SUBMITIED DATE _ CHECKED MIlO
CHECKED
APPROVED DATE _ APPROVED BVH
--"""""-
A B C G H
REVISIONS
DESCRIPTION
C')
SECTION 8
M-1301
'---/
SCALE 318"=1'-lT
N
BY DATE APP
EASTERN URBAN GROWTH AREA
MECHANICAL
FILENAME
130282-M.1303
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
PUMP STATION 13
SECTIONS - 2
DRAWING NUMBER
M-1303
N
o
SHEET NUMBER
OF
P
M
A B C 0 E
. 0 ~
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FOR
CONTINUATION
SEE SHEET
C-1302
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PLAN
SCALE 112' = HI"
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT r - SCALE ACCORDINGLY)
G
BROWN AND CALDWELL
ZONE REV
SEATTLE. WA DESIGNED JNH
DRAWN DRP
CHECKED MVO
SUBMITTED OATE _
CHECKED
APPROVED DATE _ APPROVED 8\IH
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SECTION Q
SCALE 112'=1'.()"
. .. " ...o 4'
PMP-1381
PMP-1382
l"lW
3/4"lW
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L FOR CONTINUATION,
SEE SHEET C-1302
SECTION
G)
112"=1'.()"
SCALE
REVISIONS
DESCRIPTION
PORT ANGELES
BY
DATE APP
M
-. .
- PRESSURE
RELIEF VALVE
l"CSO
--( 112" lW )
DRAIN VALVE
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SCALE 1/2"=1'.()"
CD
KEY NOTES:
CD TYPE 6 PIPE HANGER, TYPICAL
CD TEMPERED WATER MIXING VALVE. SEE
SECTION 15431
CD
LO
TYPE III FLOOR DRAIN, OUTFITTED WITH
AN ELASTOMER TRAP SEAL ELASTOMERIC
TRAP SEAL SHALL BE PROSET SYSTEM
TRAPGUARD , OR EQUAL
o
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TYPE I CLEANOUT
TYPE C PIPE PENETRATION
CONTRACTOR SHALL SEAL SECONDARY
CONTAINMENT PIPE AT THIS LOCATION
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INSTALL WATER HEATER SEISMIC STRAP
PER IBC 2003 REQUIREMENTS
VENT TO ROOF
HOT WATER TANK NOT SHOWN FOR
CLARITY OF PIPING
<")
INSTALL FLOW SWITCH BETWEEN MIXING
VALVE AND EYEWASH
CHEMICAL FEED PUMPS AND
APPURTENANCES ARE SKID MOUNTED,
SUPPLIED BY VENDOR CONTRACTOR
SHALL COORDINATE WITH VENDOR FOR
INSTALLATION AND INTERCONNECTION OF
PIPING
N
@
CONNECTION OF VENDOR SUPPLIED PIPE
TO CONTRACTOR SUPPLIED PIPE SHALL
BE COORDINATED WITH PUMPING
EQUIPMENT VENDOR
EASTERN URBAN GROWTH AREA
CLALLAM COUNTY
FILENAME
130282-M.1311
8C PROJECT NUMBER
130282
CUENT PROJECT NUMBER
M
PUMP STATION 13
BUILDING PLAN AND SECTIONS
DRAWING NUMBER
M-1311
N
o
SHEET NUMBER
OF
P
H
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A B C 0 E F G H J K L M N 0 P
~
. 0 0
~ KEY NOTES:
18"x18" CD MOUNT UNIT HEATER 8'-0" ABOVE FINISHED FLOOR
LOUVER ~ HTR-1389 ~ CD
IN DOOR 6"x8" STAINLESS STEEL EXHAUST GRILLE 125 CFM
CD 8"x10" EXHAUST DUCT DUCT SHALL BE
FABRICATED FROM TYPE 316 STAINLESS STEEL
CONFORMING TO SMACNA STANDARDS '"
'"
0 112" MESH ALUMINUM SCREEN OVER OPENING
CD SEE DET CIM-1003
{...
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CO CO
PLENUM FULL
SIZE OF LOUVER
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500 CFM
EXHAUST AIR
l
250 CFM
EXHAUST AIR
SCALE 112" = 1'-1)"
ELECTRICAL ROOM
EXHAUST FAN
I F-1369 I
SPEC 15863
ELECTRICAL ROOM
CHEMICAL ROOM
UNIT HEATER
r HTR-1389 I
SPEC 15632
CHEMICAL ROOM
CHEMICAL ROOM
EXHAUST FAN
I F-1388 I
SPEC 15859
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1
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BROWN AND CALDWELL
LINE IS 2 INCHES
AT FULL SIZE
IF NOT 2'" . sc.Al.E ACCORDlNGL Yl
ZONE REV
REVISIONS
DESCRIPTION
BY DATE APP
PORT ANGELES
'A <i)
'~ EUGA
~~ INTERCEPTOR
~~ PROJECT
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J K L
EASTERN URBAN GROWTH AREA
CLALLAM COUNTY
FILENAME
130282-M-1312
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
SEA TTLE. WA DESIGNED JNH
DRAWN """,....
SUSMITIED DATE _ CHECKED MVO
CHECKED
APPROI/ED" OATE _ APPROVED IMt I
--~
A B C 0 E
PUMP STATION 13
HVAC PLAN, SECTION AND
AIR FLOW SCHEMATIC
DRAWING NUMBER
M-1312
G
H
M N 0
SHEET NUMBER
OF
P
A
B
CIRCUITS AND RACEWAYS
c
o
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F
G
H
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MOTORS AND EQUIPMENT
~ MOTOR STARTER, INDMDUAL NOT
LOCATED IN AN MCC OR SIMILAR
GROUP ASSEMBLY
~ COMBINATION MOTOR STARTER NOT
LOCATED IN AN MCC OR SIMILAR
GROUP ASSEMBLY
D-l DISCONNECT SWITCH, NON-FUSED
lI}l DISCONNECT SWITCH, FUSED
& MOTOR
@ HEATER
0 CA"TVTAP BOX
<3 WATER HEATER
@ FIELD INSTRUMENT
0 CONTROL STATION SEE CONTROL
DIAGRAMS FOR DEVICES REQUIRED
0 SMOKE DETECTOR
@ RATE-OF-RISE DETECTOR
@ BATTERY CHARGER
~ EQUIPMENT OR INSTRUMENTATION
DESIGNATION (EXAMPLE)
,M
N
o
P
GROUNDING
DISTRIBUTION EQUIPMENT
l
GENERAL NOTES:
THIS DRAWING IS GENERAL IN NATURE SOME SYMBOLS SHOWN
HEREON WoAY NOT BE USED ON THE CONTRACT DRAWINGS
2 SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN
CATEGORIES FOR CONVENIENCE ONLY, SYMBOLS MAY BE USED ON
ANY OF THE CONTRACT DRAWINGS
3 IDENTIFICATIONS (ID), SIZES, RATINGS, LOCATIONS AND SIMILAR
INFORMATION SHOWN ASSOCIATED WITH SYMBOLS ARE OPTIONAL
EXAMPLES OF SUCH INFORMATION ARE SHOWN WITH SOME '
SYMBOLS FOR CLARITY
4 THE CON1 RACTOR SHALL BE RESPONSIBLE FOR ROUTING ALL
LIGHTING AND RECEPTACLE CONDUITS NOT SHOWN ON THE PLANS
o
~
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~
RACEWAY IDENTIFIER
RACEWAY EXPOSED
(J)
RACEWAY CONCEALED
"
EQUIPMENT CONNECTION
(OPTIONAL REPRESENTATION)
Ell
CONDUIT PLUGGED FLUSH
co
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DUCT BANK, REINFORCED
CONCRETE
"
HH23
0 MANHOLE (MH) OR HANDHOLE (HH),
<0
JB2700A
0 JUNCTION BOX OPTIONAL
IDENTIFIER
. TB 1 035
@l TERMINAL BOX OPTIONAL
IDENTIFIER
~ HOME RUN EXPOSED - SEE
It'l PBD A-1 ,3,5 PANELBOARD, SWlTCHBOARD,OR
MCC SCHEDULE FOR CIRCUIT
INFORMATION
EXAMPLE HOME TO PANELBOARD
PBD-A, CIRCUITS 1, 3, AND 5
~ ........ HOME RUN CONCEALED - SEE
PBD A-1 ,3,5 PANElBOARD, SWITCHBOARD, OR
MCC SCHEDULE FOR CIRCUIT
..,. INFORMATION
EXAMPLE HOME TO PANELBOARD
PBD-A, CIRCUITS 1, 3, AND 5
.
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BY DATE APP
EASTERN URBAN GROWTH AREA
ELECTRICAL
SYMBOLS AND ABBREVIATIONS-1
FILENAME
130282-E-l000
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
o ' GROUND ROD
@ GROUND ROD WITH GROUND WELL
. GROUND CONNECTION, COMPRESSION
TYPE, EXOTHERMIC SEE SPECIFIC
REQUIREMENTS
-G- GROUNDING CONDUCTOR
J,. GROUND CONNECTION
LIGHTING
FIXTURE IDENTIFIER
;; NUMBER OF FIXTlJRES (SHOWN
ONLY WHEN REQUIRED FOR
CLARITY)
I FIXTURE TYPE REFER TO LIGHT
SPEC TYPE APPLIES TO ALL
FIXTURES OF THE SAME SHAPE
WITHIN A ROOM OR AREA
5 R- MOUNTING
XX L = POLE R = RECESSED
2/40 8'-6" G = GROUND S = SURFACE
~ P = PENDANT W = WALL
MOUNTING HEIGHT, FLOOR TO
BOTTOM OF FIXTURE UON AHAP=
AS HIGH AS POSSIBLE AD= ABOVE
DOOR
NUMBER OF LAMPS/LAMP WATTAGE
LIGHTING FIXTlJRE SHAPES AND SCALE ARE
REPRESENTED WHERE POSSIBLE THE EXAMPLES
SHOWN BELOW ARE TYPICAL APPLICATIONS
FLUORESCENT FIXTURE
FLUORESCENT FIXTURE WITH
EMERGENCY BATTERY PACK
(E)
o 0
f-O I-Q
C]-
0-0
INCANDESCENT OR HID FIXTlJRE
WALL MOUNTED FIXTURE
DIRECTIONAL LIGHT
POLE MOUNTED AREA LIGHT
"-:; ;~
EXISTING LIGHT POST
G
tj
~8~
POLE MOUNTED LIGHT FIXTlJRE
EMERGENCY LIGHTING UNIT
SELF CONTAINED
EXIT SIGN. DARK QUADRANTS INDICATE
FACES ILLUMINATED DIRECTIONAL
ARROWS INDICATED
3a
I CIRCUIT IDENTIFIER WHEN SHOWN
ADJACENT TO FIXTURE IDENTIFIES
CIRCUIT NUMBER AND SWITCH
EXAMPLE CIRCUIT 3, CONTROLLED BY
SWITCH a
UNE IS 2 INCHES
AT FULL SIZE
(IF NOT 2"' SCALE ACC()ROlNGL y)
I EXTERNAL REFERENCE FILES
EUGA-8C-1B-02 dwa
KUMAT~dwQ
APPROXIMATE SHAPE AND SCALE REPRESENTED
WHERE POSSIBLE HOWEVER, EXACT SIZE AND
NUMBER OF SECTIONS IS ESTIMATED
FLOOR-STANDING DISTRIBUTION
ASSEMBLY, SUCH AS A SWITCHBOARD,
TRANSFORMER, OR MOTOR CONTROL
CENTER
EQUIPMENT DESIGNATION
(EXAMPLE)
WALL-MOUNTED DISTRIBUTION
~ ASSEMBLY, SUCH AS PANELBOARD,
MOTOR STARTER PANEL, OR
TERMINAL CABINET
PBD1234 EQUIPMENT DESIGNATION
(EXAMPLE)
E,.
WIRING DEVICES
SWITCHES'
UNLESS OTHERWISE NOTED, ALL SWITCHES ARE WALL
MOUNTED
$
$$
TOGGLE SWITCH, SINGLE POLE,
20 AMP
GANGED SWITCHES IN COMMON BOX
WITH COMMON WALL PLATE
/ SUPERSCRIPT INDICATES CIRCUIT
CONTROLLED a, b, C, ETC MAY BE
$8 COMBINED WITH CIRCUIT NUMBER
3 EXAMPLE 1a, 4b, ETC
~ SUBSCRIPT MODIFIER INDICATES
2 = DOUBLE POLE
3 = THREE WAY
4 =FOURWAY
K = KEY OPERATED
MC = MOMENTARY CONTACT, THREE
POSITION
MS = MANUAL (MOTOR) STARTER OR
SWITCH WITH OVERLOADS
R = RHEOSTAT (DIMMER, SPEED
CONTROL)
rn DIMMER
RECEPTACLES'
UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE
125 VOLT, SINGLE PHASE, STRAIGHT BLADE, NON-
LOCKING, GROUNDING STYLE
db
DUPLEX RECEPTACLE, 20 AMP,
3 WIRE
RECEPTACLE MODIFIERS
'NP= WEATHER PROOF
GFI = GROUND FAULT CIRCUIT
INTERRUPTER
(J)
co
"
<0
TELEPHONE & COMMUNICATION
SYSTEMS
UNLESS OTHERWISE NOTED, TELEPHONE OUTLETS
SHALL BE MOUNTED AT SAME HEIGHT AS THE
RECEPTACLES VERIFY
EXTERNAL LINE OR PLANT PHONE
SYSTEM OUTLET
MODIFIERS
A "ATTENDANrs CONSOLE
F "FUTURE INSTRUMENT
J "JACK, PLUG-IN TYPE
W "WALL INSTRUMENT
....
It'l
8 BELL
DD "TV CAMERA
~ SPEAKER
..,.
[E)::J
AUDIBLE HORN
00
H = HAZARDOUS AREA-EXPLOSION "sf
PROOF A
EXPLOSION PROOF, CLASS 1, 20A
DEAD FRONT, 45. ANGLE, TWO
GANG
~
RECESSED FLOOR RECEPTACLE-
ANY RECEPTACLE INSIDE A SQUARE
A
SURFACE FLOOR RECEPTACLE-
ANY RECEPTACLE INSIDE A TRIANGLE
dlxID
GANGED RECEPTACLES-IN COMMON
BOX, WITH COMMON WALL PLATE
480V, 3 PHASE, 60AMP RECEPTACLE
STROBE LIGHT (BLUE SHOWN)
<')
N
REVISIONS
ZONE REV DESCRIPTION
DRAWING NUMBER
E-1000
G
H
SEATTLE. WA DESIGNED Be
DRAWN Be
SUBMITTED DATE CHECKED GI<K
CHECKED
APPROVED DATE APPROVED GI<K
"""""""""""
A B C 0
M
SHEET NUMBER
OF
P
N
o
.
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A
B
GENERAL
ENCLOSURE BOUNDARY, EXISTING
-- -- -- ENCLOSURE BOUNDARY, NEW
CONDUCTORS CONNECTED
a>
8
0--0-0
CONDUCTORS NOT CONNECTED
TERMINAL POINT FOR EXTERNAL
CONNECTIONS
EXISTING EQUIPMENT
FENCE
TRANSFORMERS
co
480V
~
JYTl'L
120V
50/5
rrl
r-
CONTROL TRANSFORMER PRIMARY
AND SECONDARY VOLTAGES SHOWN
SIZE AS SHOWN OR SPECIFIED
CURRENT TRANSFORMER PRIMARYI
SECONDARY TURNS RATIO SHOWN
<0
DISCONNECTS AND OVERCURRENT
DEVICES
MCP
....--...
....--...
--0 0--
It)
MOTOR CIRCUIT PROTECTOR
CIRCUIT BREAKER, THERMAL-
MAGNETIC, 3 POLE, UON
MODIFIERS
1M MAGNETIC ONLY
12 POLES, IF OTHER THAN 3
10
--D-- FUSE
'V
-0--
MODIFIERS
CLF = CURRENT LIMITING FUSE
DE = DUAL ELEMENT
F = CLASS F
NEON BLOWN FUSE INDICATOR
c
10
#1 #2
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I I I
I I I
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CR2 CR2
-II- -#-
(LINE) (LINE)
G
H
NORMALLY
OPEN
FS
-II-
LS
-II-
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PUSH BUTTONS
2 POSITION MAINTAINED CONTACT
X = CONTACTS CLOSED
3 POSITION MAINTAINED CONTACT
X = CONTACTS CLOSED
2 POSITION
SPRING RETURNED TO RIGHT
X = CONTACTS CLOSED
OPERATING COIL
CR = CONTROL RELAY
U = UNLATCH
L = LATCH
THERMAL OVERLOAD RELAY
OUTPUT CONTACTS LINE NUMBER
OF RELAY COIL SHOWN (OPTIONAL)
TIMING RELAYS
MISCELLANEOUS
1:, J SURGE PROTECTOR
~3R
~ OPERATING COIL
ON or OFF DELAY
RANGE SECIMIN
SET SECIMIN
NORMALLY
OPEN
TR3
0........ 0 OR-ll-
^~ TC
(LINE)
TR3
0........ 0 OR-ll-
-..v~ TO
(LINE)
L = LENS COLOR
~
--0
LINE
J
K
PS
-II-
ID
-L
L~TlO~
10
Q.J...o
LOCATION
10
a.L
LOCATIDN
INDICATING LIGHTS
-<>-
-+-
>--
o
SS
-II-
PUSHBUTTON, MOMENTARY CONTACT,
NORMALLY OPEN TS
-II-
INDICATING LIGHTS
A = AMBER
B = BLUE
G = GREEN
R =RED
W = WHITE
PUSH TO TEST TEST
VOLTAGE TERMINAL SHOWN
~
NORMALLY
CLOSED
TR3
o-ro OR+f
A TO
(LINE)
DELAY ON COIL
ENERGIZATION
(ON DELAY)
PUSHBUTTON, MOMENTARY CONTACT,
NORMALLY CLOSED WS
-II-
TR3
~
(LINE)
OR+f
TC
DELAY ON COIL
DE-ENERGIZATION
(OFF DELAY)
PUSHBUTTON WITH MUSHROOM ZS
HEAD, EMERGENCY STOP, -I I-
MOMENTARY CONTACT
CONT ACTORS
ID
-0- OPERATING COILS
C = CONTACTOR, LIGHTING
OR GENERAL USE
F = FAST OR FORWARD
M = MAIN OR LINE
1 M = FIRST MAIN OR WYE
2M = SECOND MAIN OR DELTA
R = RUN OR REVERSE
S = SLOW OR START
INPUT SWITCHES
NORMALLY
CLOSED
INITIATING
VARIABLE
10
-II-
SIZE
MAIN CONTACTS
OUTPUT LOADS AND DEVICES
&
MOTOR
^N'v
...rrrrL
e
IETMI
e
SPACE HEATER WATTAGE SHOWN
MAGNETIC COIL
SOLENOID
HOUR METER (ELAPSED TIME)
TIME CONTROLLER
[](I
250 OHM
-{]ill-
~
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+
-j E-- KVAR
--<(--
'I~
~
--j q I--
r--
(~
I I
I I
I I
U
...
o
.
HORN
L
M
ONE LINE DIAGRAM SYMBOLS
o
p
POTHEAD
STRESS CONE
INCOMING LINE
INDICATES THAT AU OR PART OF
CONDUIT MAYBE RO'JTED IN DUCT
BANK OR UNDERGROUND
SIGNAL
PORTABLE CABLE
BUS CONDUCTOR
CABLE CONDUCTOR
-0 o-j I' LIGHTNING ARRESTOR AND GROUND
-<>--<>- TEST DEVICE
RESISTOR
RECTIFIER
-s-
--0-
METERING SWITCH
METERS
A = AMPERES
F =FREQUENCY
KW = KILOWATTS, DEMAND
PF = POWlER FACTOR
V =VOLTS
VA =VOLT-AMPERES
VAR = VOL TAMPERES REACTIVE
WH =WATTHOURS
METER SWITCH
AS = AMMETER SWITCH
VS = VOLTMETER SWITCH
RECEPTACLElPLUG CONNECTION
MOTOR, HORSEPOWlER SHOWN
DISCONNECT SWITCH
DISCONNECT OR ISOLATING SWITCH
2DO AMP SHOWN
BUS DUCT
GENERAL NOTES:
N
-1LT
100F
FUSE 100 AMP CLASS"F"
SHOWN
o
~
100KVA 132KV
UJ..U POWlER TRANSFORMER VOLTAGES,
rrm SIZE, IMPEDANCE SHOWN
5 75% Z 4801277 V
N
1 5 KVA 120 V
LUJJ ISOLATION TRANSFORMER
rvYY'\ VOLTAGES, SIZE, IMPEDANCE
~ SHOWN
25% Z 2401120 V
a>
POTENTIAL TRANSFORMER PT
QUANTITY (3) AND VOLTAGES
SHOWN
00
CONTROL DIAGRAM SYMBOLS
SELECTOR SWITCHES CONTROL RELAYS
%
FUNCTION
0-1000
AMPS
SURGE OR ARC SUPPRESSOR
TRIAC
CAPACITOR
~
4 16 KV
3WY
m6
120V
40015
(T)3
6
t
600KW G1
60HZ 1
~ 50 AMPI
~ 10 SEC
o
....--...
o 0
CURRENT TRANSFORMER CT
QUANTITY (3) AND 400 5 TURNS
RATIO SHOWN
WINDING CONFIGURATIONS
r-
DELTA
WYE (GROUNDED)
48DV GENERATOR POWlER RATING,
30,4W FREQUENCY, VOLTAGE,
GROUNDED WYE WINDING
SHOWN
<0
NEUTRAL GROUNDING RESISTOR
AMPSITIME RATING SHOWN
It)
KIRK KEY INTERLOCK
CIRCUIT BREAKER
'V
MAIN CONTACTS
AIR BREAK CONTACTOR
VACUUM BREAK CONTACTOR
M
--11-
M
-0-
2
THIS DRAWING IS GENERAL IN NATURE SOME SYMBOLS SHOWN HEREON MAY NOT BE
USED ON THE CONTRACT DRAWINGS
(")
SEE DRAWING E-1002 FOR ABBREVIATIONS
SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR
CONVENIENCE ONLY, SYMBOLS MAY BE USED ON ANY OF THE CONTRACT DRAWINGS
BATTERY
SHIELDED CABLE
4
FS
-+f-
FLOW
CONNECTOR PLUG
--{(--
5
IDENTIFICATIONS (ID), SIZES, RATINGS, LOCATIONS AND SIMILAR INFORMATION SHOWN
ASSOCIATED WITH SYMBOLS ARE OPTIONAL, EXAMPLES OF SUCH INFORMATION ARE
SHOWN WITH SOME SYMBOLS FOR CLARITY
N
BY DATE APP
REVISIONS
DESCRIPTION
GROUND CONNECTION
;0
LS
-+f-
LEVEL
POTENTIOMETER
[}l
-'--
200A
BROWN AND CALDWELL
FILENAME
130282-E-1001
Be PROJECT NUMBER
130282
CUENT PROJECT NOMBER
APPROVED
SEATTLE, WA
OATE
DATE
A
B
LINE IS 2 INCHES
AT FULL SIZE
(If NOT Z" SCALE ACCOROtNGl Y)
DESIGNED' Be
DRAWN Be
CHECKED GKK
CHECKED
APPROVED GKK
c
PS
-+f- PRESSURE
SS
-+f- SPEED
TS
-if- TEMPERATURE
WS
-+f- FORCE OR TORQUE
ZS
-+f- POSITION (LIMIT)
EXTERNAl REFERENCE FILES
EUGA-8C- TQ.(J2 ~
KUMATAKA-GREG cIwa
D
LOCATED IN FIELD
AC TERMINAL BLOCK
DC TERMINAL BLOCK
ZONE REV
EASTERN URBAN GROWTH AREA
ELECTRICAL
SYMBOLS AND ABBREVIATIONS - 2
G
H
M
DRAWING NUMBER
E-1001
SHEET NUMBER
OF
o
p
.
.
.
A
B C ' D E F G H
A AMPERE, AIR, AERATION AIR CEM CEMENT FPC FLEXIBLE PIPE COUPLING
AB ANCHOR BOLT CGD COMBINED GAS DETECTOR FRP FIBERGLASS REINFORCED
ABAN ABANDON(ED) C&G CURB & GUTTER PLASTIC
ABBR ABBREVIATED CI CAST IRON FT FEET, FOOT
ABW ASP HAL T BIKE WAY CIP CAST IRON PIPE FTG FOOTING
AC ASPHALTIC CONCRETE, CJ CONSTRUCTION JOINT FWD FORWARD
ALTERNATING CURRENT CL CENTERLINE, CLASS
AlC AIR CONDITIONING CLF CHAIN LINK FENCE G GROUND, GAS, GAGE
CLR CLEAR GALV GALVANIZED
ACST ACOUSTlC(AL) CMC CEMENT MORTAR COATED GASV GAS VALVE
AD ADDENDUM CML CEMENT MORTAR LINED GM GAS METER
ADD ADDITIONAL , CMP CORRUGATED METAL PIPE GND GROUND
ADH ADHESIVE CO CLEANOUT GP GUY POLE
ADJ ADJUST(ABLE) CONC CONCRETE GPM GALLONS PER MINUTE
AF AMPERE FRAME CONN CONNECTION GR GRADE
AFF ABOVE FINISH FLOOR CONT CONTINUOUS GRS GALVANIZED RIGID STEEL
AGG AGGREGATE CPLG COUPLING GRT GROUT
AHB AIR HOSE BIB CT CURRENT TRANSFORMER GRTG GRATING
AHD AHEAD CU COPPER GSKT GASKET
AHU AIR HANDLING UNIT CULV CULVERT GVL GRAVEL
AIC AERIAL INTERCONNECT CW CONCRETE WALK HB HORIZONTAL BEND
AL ALUMINUM DAB DRILLED ANCHOR BOLT HD HEAD
ALH ALARM HORN DB DIRECT BURIAL CABLE HGL HYDRAULIC GRADE LINE
ALM ALARM DET DETAIL HH HAND HOLE
ALT ALTERNATOR, AL TERNA TIVE DIA DIAMETER HORIZ HORIZONTAL (HOR)
AMD AIR MONITORING DEVICE DIAG DIAGRAM HP HIGH PRESSURE, HIGH POINT
ANSI AMERICAN NATIONAL DIM DIMENSION HPG HIGH PRESSURE GAS
STANDARDS INSTITUTE DIP DUCTILE IRON PIPE HR HANDRAIL
AP ANGLE POINT DISCH DISCHARGE HT HEIGHT
APPROX APPROXIMA TEL Y DMS DEPARTMENT OF HTR HEATER
AR ALARM RELAY, AIR RETURN METROPOLITAN SERVICES HYD HYDRANT, HYDRAULIC
ASPH ASPHALT DN DOWN HZ HERTZ
AS AMPERE SENSOR DR DRIVE, DRAIN ROCK, lAW IN ACCORDANCE WITH
AT AMPERE TRIP DRAINAGE, DOOR 10 INSIDE DIAMETERlDIMENSION
ATS AUTOMATIC TRANSFER SWITCH DS DISCONNECT SWITCH, DOWN SPOUT IE INVERT ELEVATION
AUTO AUTOMATIC DWG DRAWING IN INCH
AUX AUXILIARY DWY DRIVEWAY INCL INCLUDE(S) (ED) (ING)
AVE AVENUE E EAST INFO INFORMATION
AVG AVERAGE EA EACH INL INLET
AW ASPHALT WALK ECC ECCENTRIC INSTL INSTALL
BC BATTERY CHARGER ECD ELECTRICAL CONDUIT INT INTERSECTION
BCR BEGINNING OF CURVE ED ELECTRICAL DUCT INV INVERT, INVERSE (LINE)
BF BOTTOM FACE EF EACH FACE, EXHAUST FAN INVEL INVERT ELEVATION (SEE IE)
BK BACK EL ELEVATION IRRG IRRIGATION
BKT BRACKET ELEC ELECTRIC ISO ISOLATING
BLDG BUILDING EMBED EMBEDDED,EMBEDMENT lAW IN ACCORDANCE WITH
BLKG BLOCKING EMH ELECTRICAL MANHOLE JB JUNCTION BOX
BLKHD BULKHEAD ENGR ENGINEER JCT JUNCTION
BLVD BOULEVARD ENTR ENTER, ENTRANCE JF JOINT FILLER
BM BEAM, BENCHMARK EOC END OF CURB JT JOINT
BN BURLINGTON NORTHERN EQ EQUAL
RAILROAD ESMT EASEMENT KV KILOVOLT
BO BLOW OFF EV ELECTRICAL VAULT KW KILOWATT
BOC BEGINNING OF CURB EW EACH WAY LBB LOAD BANK BREAKER
BP BYPASS EXC EXCAVATION LF LINEAR FEET
BPW BOARD OF PUBLIC WORKS EXH EXHAUST LH LEFT HAND
BR. BRK BRICK EXIST EXISTING L1M LIMIT
BRG BEARING EXP EXPOSED, EXPANSION LP LIGHT POLE, LOW PRESSURE,
B&S BELL & SPIGOT FAB FABRICATE LOW POINT
C CONDUIT FACB FIRE ALARM CABLE LT LEFT, LIGHT
C1 PORTABLE WATER FAHH FIRE ALARM HANDHOLE LTG LIGHTING
C2 GLAND SEAL WATER FBGLS FIBERGLASS LUM LUMINAIRE
C3 TREATED EFFLUENT FBP FOR BID PURPOSES LVL LEVEL
C4 IRRIGATION SYSTEM WATER FCA FLANGE COUPLING MAINT MAINTENANCE
CAB CABLE, DIRECT BURIAL FCR FINE CRUSHED ROCK MATL MATERIAL
CB CABLE, CATCH BASIN, FCS FLOW CONTROL STRUCTURE MAX MAXIMUM
CIRCUIT BREAKER FHY FIRE HYDRANT MCC MOTOR CONTROL CENTER
CBW CONCRETE BIKE WAY FIG FIGURE MECH MECHANICAL
C-C CENTER TO CENTER FLEX FLEXIBLE MFR MANUFACTURER
CD CONDUIT FO FIBER OPTICS
CDF CONTROL DENSITY FILL
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ZONE REV
REVISIONS
DESCRIPTION
LINE IS 2 INCHES
A HULL SIZE
(IF NOT 2'" . SCALE ACCQROlNGL Y)
I EXTERNAl REFERENCE FILES
ElJGA.8C- T8-02 dwa
KUMATAKA-GREGd'MI
SEATTLE. WA DESIGNED' Be
DRAWN Be
SUBMITTED DATE CHECKED GKK
CHECKED-
APPROVED DATE APPROVED GKK
__CAUMEU.
A B C D E G H
MH(S)
MIN
MISC
MISCIEE
MJ
ML
MIL
MOD
MON
MTD
MTL
MTS
MVL
N
N/A
NEC
NG
NIC
NO
NOM
NTS
OC
OD
OPP
OUT
OVFL
PAV
PC
PDB
PED
PFC
PFI
ph
PI
PL
PNL
PP
PPB
PS
PSD
PSDD
PSF
PSI
PSS
PT
PVC
PVT
R
RCP
RDWY
REBAR
RECEPT
RECONN
RED
REF
REINF
RELOC
REM
REPL
REQ'D
RESTL
RET
RGS
RR
R&R
RT
RTP
J
MANHOLE(S)
MINIMUM, MINUTE
MISCELLANEOUS
MISCELLANEOUS ELECTRICAL
EQUIPMENT
MECHANICAL JOINT
MONUMENT LINE
MATCH LINE
MODIFY, MODIFIED
MONUMENT
MOUNT(ED) (ING)
METAL
MANUAL TRANSFER SWITCH
MERCURY VAPOR LUMINAlRE
NORTH
NOT APPLICABLE
NATIONAL ELECTRICAL CODE
NATURAL GAS
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETERlDIMENSION
OPPOSITE, OPPOSE
OUTLET
OVERFLOW
PAVEMENT
POINT OF CURVATURE, PORTLAND
CEMENT, PIPE COUPLING
POWER DISTRIBUTION BLOCK
PEDESTRIAN
POWER FACTOR CAPACITOR
PROVIDE, FURNISH & INSTALL
PHASE
POINT OF INTERSECTION
PLATE, PROPERTY LINE, PLACES
PANEL
POWER POLE, POWER PANEL
PEDESTRIAN PUSH BUTTON
PIPE SEWER COMBINED
PIPE STORM DRAIN
PIPE STORM DRAIN DETENTION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PIPE SANITARY SEWER
POTENTIAL TRANSFORMER
POLYVINYL CHLORIDE
PRIVATE
RADIUS, RISER, RETURN
REINFORCED CONCRETE PIPE
ROADWAY
REINFORCING BAR (CONCRETE)
RECEPTACLE
. RECONNECT
REDUCER
REFERENCE
REINFORCE(D) (ING)
RELOCATE
REMOVE
REPLACE
REQUIRED
REINFORCING STEEL
RETIRE(D)
RIGID GALVANIZED STEEL
RAILROAD
REMOVE & REPLACE
RIGHT
REINFORCED THERMOSET
POLYESTER
BY
DATE APP
K
RUB
RIW
S
SCH
SCHEM
SO
SE
SEC
SEW
SHT
SIM
SL
SLG
SLHH
SNS
SP
SPCS
SPEC
SQ
SS
SSS
ST
STA
STD
STL
STLP
STRUCT
$V
SWBD
SYM
SYS
T
TAN
TB
TCB
TCD
TCHH
TD
TEB
TEL
TEMP
TF
TH
THD
THH
TMH
TR
TRCB
TRCD
TRSB
TRSP
TV
TVCB
TVHH
TVSS
TYP
UG
UIC
UP
V
VA
VB
L
M
RUBBER
RIGHT-OF-WAY
SOUTH, SUPPLY
SCHEDULE
SCHEMATIC
STORM DRAIN
SERVICE ENTRANCE RATED
SECTION
SEWER
SHEET
SIMILAR
SLOPE, STREET LIGHT,
SURVEY LINE ,
SLIDE GATE, SLUI~E GATE
STREET LIGHT HANDHOLE
I
STREET NAME SIGN
STRAIN POLE
SPACES
SPECIFICATIONS
SQUARE
SIDE SEWER - COMBINED,
STAINLESS STEEL
SIDE SEWER - SANITARY
STREET, SHUNT TRIP
STATION
STANDARD
STEEL
STEEL PIPE
STRUCTURElSTRUCTURAL
SOLENOID VALVE
SWITCHBOARD
SYMMETRICAL
SYSTEM
TEE
TANGENT
TEST BORING
TELEPHONE CABLE
TELEPHONE CONDUIT
TRAFFIC CONTROL HANDHOLE
TELEPHONE DUCT
TELEPHONE ENCLOSURE BOX
TELEPHONE
TEMPORARY
TOP FACE
TEST HOLE
THREAD(ED)
TELEPHONE HANCHOLE
TELEPHONE MANHOLE
TRAFFIC
TRAFFIC SIGNAL CABLE
TRAFFIC SIGNAL CONDUIT
TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POLE
TELEVISION
TELEVISION CABLE
TELEVISION HANDHOLE
TRANSIENT VOLTAGE SURGE SUPRESSOR
TYPICAL
UNDERGRDUND
UNDERGROUND I~ITERCONNECT
UNION PACIFIC RAILROAD,
UTILITY POLE
VALVE, VOLT, VENT
VOLT AMPERES
VALVE BOX, VERTICAL BEND
N
VlC
VCH
VERT
VFD
VO
VNAR
W
WCR
WM
WMR
WP
WSP
WIJ
WV
WWF
XFMR
XP
NOTE:
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VERTICAL CURVE
VALVE CHAMBER
VERTICAL
VARIABLE FREQUENCY DRIVE
VACATION ORDINANCE
VARIABLE, VARIES
o
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WATT, WATER
W1HEEL CHAIR RAMP
WATER METER
WATER MAIN RADIUS
WOOD POLE
WOOD STAVE PIPE
WESTERN UNION
WATER VALVE
WELDED WIRE FABRIC
TRANSFORMER
TRANSMISSION POLE
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ALL ABBREVIATIONS MAY HAVE
BEEN USED ON THIS PROJECT
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ELECTRICAL
ABBREVIATIONS
FILENAME
13Q282-E-1002
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E-1002
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TERMINATION OF SHIELDED CONTROL CABLE
SHIELD GROUNDED AT TERMINATION
z
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CONDUCTOR ~ OUTER JACKET 7
LUG (1YPICAL) ~ ) <f
/ '- SHRINK TUBING
INSULATION
TERMINATION OF SHIELDED CONTROL CABLE
SHIELD NOT GROUNDED AT TERMINATION
UNACCEPTABLE METHOD OF GROUNDING
SIGNAL CABLE SHIELD
~
DETAIL VAR
'-..../
NO SCALE
TRANSFORMER 15 KVA 30
SHOWN
LL OR LR CONDUIT BODY
VIBRATION INSULATOR
"SUPERSTRUr' B1202,
"UNISTRLJr' Pl068 OR EQUAL
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FLEXIBLE VAPORTIGHT
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h"H HOO'
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APPLETON, OR
EQUAL
SIGNAL LEADS
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GROUND LEAD
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"SUPERSTRUT"AB-201-1,
"UNISTRur' Pl068 OR EQUAL
L1QUIDTIGHT FLEX
"SUPERSTRUT" AB-239-3,
"UNISTRLJr' P2458-24 OR
EQUAL
SCREWED STEEL
COVER OVER PULL BOX
FRONT
FINISHED GRADE \
BUSHED NIPPLES QUANTITY
AND SIZE AS REQ'D
SPACE PANEL 112" FROM
OUTER WALL
TYPICAL MOUNTING FOR TRANSFORMER
AND PANELBOARD
DETAIL 8
VAR
'-..../
NO SCAlE
ZONE REV
REVISIONS
DESCRIPTION
BY
DATE APP
SHRINK TUBING
112" RIGID
STEEL CONDUIT
STEM (1YP)
SEATTLE, WA OESIGNED" Be
DRAWN Be
SUBMITTED DAlE CHECKED GI<X
CHECKED"
APPROVED- DAlE APPROVED GI<X
--""""""-
A 8 C D E F G H
LIGHTING FIXTURE
FOR EXPOSED CONDUIT
<0
NOTE
SIMILAR HANGERS SHALL BE USED FOR
INCANDESCENT AND HID FIXTURES
r-
FIXTURE MOUNTING
8
DETAIL VAR
'--'"
NO SCALE
WHERE
SPECIFIED
<D
TRAFFIC COVER
WITH "GROUND"
LEGEND CAST
ON COVER
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GROUND CLAMP,
BURNDY TYPE GAR
OR O-Z GEDNEY
TYPE ABG OR
EQUAL
N
TRAFFIC BOX
BROOKS 3-RT
SERIES, CHRISTY
G5 OR EQUAL
BARE COPPER WIRE
TO GROUND SYSTEM
(TYP)
..,.
COPPERCLAD GROUND ROD
(LENGTH REQUIRED TO MEET
SPECIFIED RESISTIVITY)
GROUND WELL AND ROD
~
DETAIL VAR
'--'"
NO SCAlE
BROWN AND CALDWELL
UNE IS 2 INCHES
AT FULL SIZE
(IF HOT 2" SCALE ACCORDINGLY)
I EXTERNAL REFERENCE FILES
EUGA-SC- T8.02.dwa
KUMATAKA-GREG dwa
L
N
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CONCRETE WALL
OR COLUMN
CONDUIT SUPPORT
DETAIL 8
VAR
'-.-/
NO SCALE
,.
DEPTH OF PANEL
...
112" BOLT WITH
SPRING NUT
'"
DOUBLE NUT FOR
LEVELING AND
SECURING CHANNEL
TYPICAL FREE STANDING PANEL FOUNDATION
AND EQUIPMENT PAD
DETAIL 8
VAR
'-.-/
NO SCALE
EASTERN URBAN GROWTH AREA
ELECTRICAl
STANDARD DETAILS-1
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SS EXPANSION
ANCHOR 112" DIA
WITH MIN 4"
EMBEDMENT AT
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GROUT AFTER
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ANCHORS (16" OIC, 4
EA MIN)
C')
N
FILENAME
1302B2-E-1003
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
DRAV\IING NUMBER
E-1003
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SHEET NUMBER
OF
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END CAP SUPER
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STEEL, UNISTRUT,
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SURFACE MOUNTED
STAINLESS STEEL SUPER
STRUT, UNISTRUT, OR
EQUAL
PIPE CLAMPS FOR
RIGID STEEL
CONDUIT, SIZED AS
REQ'D
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G H
1/2" 0 EXPANSION BOLT
WITH MIN 3"
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CONDUIT RACK
10'-0" 0 C
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===:::a
SEISMIC CHANNEL
1/2" ANCHOR BOLTS W/5" BRACE SUPER
MIN EMBEDMENT AT18" ON STRUT STAINLESS
CENTER MAX STEEL, UNISTRUT,
SEISMIC BRACING OR EQUAL SEE
co NOT SHOWN NOTE 4
ANGULAR FITTING SUPER STRUT
ELEVATION PLAN STAINLESS STEEL, UNISTRUT, OR
NOTES EQUAL
1 HARDWARE SHALL BE STAINLESS STEEL 3 HOLE SIZE ON FITTINGS SHALL BE 9/16" 0 WITH 112"
HEX HEAD CAP SCREW 15/16" LONG AND 1/2" CLAMP
2 MAX UNIFORMLY DISTRIBUTED LOAD (CONDUIT AND FILL) PER NUT WITH SPRING
UNIT TO BE 1000 LBS CONTRACTOR TO PROVIDE CALCULATIONS
WHEN ANY CONDUIT IS OVER 2" IN SIZE OR IF CONDUIT IS 4 PROVIDE SEISMIC CHANNEL BRACING AS NEEDED
r-- INSTALLED ON TOP AND BOTTOM OF RACK
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VAR
'--.-/
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BROWN At\'D CALDWELL
I EXTERNAL REFERENCE FILES
EUGA-BC- TB-02 dWlI
KUMATAKA-GREG ltwo
AL BEVEL WASHER
5/16" X 2 1/4"
ALUM BOLT
NOTE
CONTRACTOR SHALL
DRILL 3/8" HOLE
THROUGH FENCE
POST, REMOVE
BURRS, AND INSTALL
GROUNDING LUG AS
SHOWN
AL BEVEL WASHER
BELLEVILLE WASHER
COPPER TIN PLATED
ONE-HOLE COMPRESSION
CONNECTOR
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ALUM NUT
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TO BUILDING GROUND SYSTEM
FINISH GRADE
;
SEATTLE. WA OESIGNED Be
DRAWN Be
SUBMITTED OATE CHECKED GKK
CHECKED
APPROVED DATE _ APPROVED GJQ(
SRO\WI'IloNDCALIMe..L EXPIRES 1212J06
A B C 0 E G H
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DETAIL ~
VAR
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REVISIONS
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10'MIN
5'MIN
FINAL GRADE
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SEWER
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WATER
MAIN
z WATER
~ SERVICE
N
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CLALLAM COUNTY PUD
UTILITY SERVICE TRENCH (ONLY)
DETA1L 8
VAR
'--.-/
NO SCAlE
7'-0"
NOTE 2
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TO WET WELL
EQUIPMENT RACK
DETAIL 8
E-1301
'--.-/
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BY
DATE APP
PORT ANGELES
K
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m=
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r BACKFILL
SELECT BACKFILL
SEE NOTE 1
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OTHER CABLE UTILITIES
(EXAMPLE TELEPHONE)
NOTES
INSPECTION REQUIRED, REFER TO CLALLAM COUNTY PUD
ELECTRIC SERVICE REQUIREMENTS MANUAL SECTION 8 12
FOR DETAILS
co
2 CONDUITS AND CONDUCTORS ON PRIMARY SIDE ARE
INSTALLED BY CLALLAM COUNTY PUD #1 PROVIDE
TRENCHING AND BACKFILL AS INDICATED ON DWGS
REFER TO SPECIFICATION SECTION 16000 FOR DMSION
OF RESPONSIBILITIES
3 WHERE MINIMUM SEPARATION REQUIREMENTS ARE IN
CONFLICT WITH CONTRACT DWGS COORDINATE WITH BRAD
PARTRIDGE OF CLALLAM COUNTY PUD #1 @ 360-565-3251
r--
PNL-1311
PNL-1310
DS-1302
DS-1301
<0
1/4" THICK SS PLATE WITH 1/2" SPACER
BETWEEN PLATE AND BOXES/CABINETS
PNL-1392 NOTE4
It)
L1T-1320 NOTE 5
P1000 SS UNISTRUT OR EQUAL ATTACH
TO VERTICAL CHANNEL WITH 1/2" SS
BOLTS, NUTS AND WASHERS
4"SS[54
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1/2" X 8" X 8" MINIMUM SS BASE PL W/(4)
1/2" X 8" MIN SS ANCHOR BOLTS, NUTS
AND WASHERS
SS LEVELING NUTS
AND WASHERS (TYP)
(')
GROUT
"
NOTES
1 SS = TYPE 316 STAINLESS STEEL
2 PROVIDE GFCI RECEPTACLE WITH
WHILE IN-USE GFCI COVER
4 SEE DWG 1-1002 FOR HORN AND
STROBE ENCLOSURE DETAIL
5 SEE DWG 1-1340 FOR
TRANSMITTER DETAIL
N
3 RACEWAYS SHOWN ARE
DIAGRAMMATIC ONLY THE
CONTRACTOR SHALL REFER TO
THE RACEWAY SCHEDULE FOR
EXACT REQUIREMENTS
EASTERN URBAN GROWTH AREA
ELECTRICAL
STANDARD DETAILS - 2
FILENAME
'30282-E-'004
Be PROJECT NUMBER
'30282
CUENT PROJECT NUMBER
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E-1004
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WHERE SPECIFIED
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2 CONDUIT RUNS SHOWN ARE DIAGRAMMATIC ONLY FIELD VERIFY
CONDUIT BEND RADIUS REQUIRED PER NEC AND CONDUIT
LOCATION
3 CONTRACTOR SHALL REFER TO ClALlAM COUN1Y PUD #1
ELECTRIC SERVICE REQUIREMENTS MANUAL FOR DETAILS ON
SERVICE ENTRANCE REQUIREMENTS ALL WORK SHALL BE
COORDINATED WITH CLALLAM COUN1Y PUD #1 CONTACT, BRAD
PARTRIDGE @ 360-565-3251
'"
KEY NOTES:
CD SEE DWG E-1204 FOR POWER RACEWAYS AND DWG E-1206 FOR
CONTROUSIGNAL RACEWAYS CONTINUATION
CD SEE DWG E-1004 DETAIL B FOR DUCT BANK DETAIL RACEWAY
SHALL CONTINUE MINIMUM 30' FROM CENTER OF COUN1Y RIGHT OF
WAY AND THEN TURN SOUTH TO MH-1250, SEE DWG E-1202 UTILI1Y
PROVIDED AND INSTAlLED RACEWAY CABLES, VAULT, WARNING
TAPE AND TRANSFORMER THE CONTRACTOR SHALL PROVIDE
TRENCHING AND BACKFILL SERVICE ONLY COORDINATE WITH
ClALLAM COUN1Y PUD #1 REFER TO SPECIFICATION SECTION
16000 FOR ADDITIONAL INFORMATION
CD BOND GROUNDING ELECTRODE CONDUCTOR TO WATER PIPE,
FENCE, FOUNDATION PAD REBAR, AND BUILDING STEEL 1YPICAl
G)EXISTING TELECOMMUNICATION VAULT COORDINATE WITH DOUG
DAVIDSON OF QWEST PHONE SERVICES @ 360-425-1258
o SEE MECHANICAL PLAN DWGS FOR EXACT FLOW METER LOCATION
120VAC POWER FROM PLC CABINET, PNL-1200 SEE DWG 1-1202 AND
1-1240 FOR DETAILS
o SEE DWG S.1001 DETAIL B FOR GENERATOR EQUIPMENT PAD
0120VAC CIRCUIT FROM PBD-1261 FOR HOT BOXlHEAT TRACE
REFER TO SPECIFICATION SECTION 15265
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ELECTRICAL SITE/GROUNDING PLAN 1
FILENAME
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BC PROJECT NUMBER
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CONTRACTOR SHAlL REFER TO CLALLAM COUNTY
P U D # 1 ELECTRIC SERVICE REQUIREMENTS MANUAL
FOR DETAILS ON SERVICE ENTRANCE REQUIREMENTS
ALL WORK SHALL BE COORDINATED WITH CLALLAM
COUNTY P U D CONTACT BRAD PARTRIDGE @
360-565-3251
KEY NOTES:
CD SEE DWG E-1004 DETAIL B FOR UTILITY TRENCH DETAIL UTILITY
PROVIDED AND INSTALLED RACEWAY CABLES, VAULT, WARNING TAPE
AND TRANSFORMER THE CONTRACTOR SHALL PROVIDE TRENCHING
AND BACKFILL SERVICE ONLY COORDINATE WITH CLALLAM COUNTY
PUD#1
o EDGE OF MANHOLE SHALL BE MINIMUM 30' WEST FROM CENTER OF OF
NORTH BROOKE AVE
o RACEWAY SHALL CONTINUE NORTH AND THEN WEST TO XFMR-1251
SEE DWG E-1201 FBP, DISTANCE FROM MH-1250 TO XMFR-1251 IS 275'
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REVISIONS
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PORT ANGELES
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CONTRACTOR SHALL REFER TO CLALLAM COUNTY P U D #
1 ELECTRIC SERVICE REQUIREMENTS MANUAL FOR
DETAILS ON SERVICE ENTRANCE REQUIREMENTS ALL
WORK SHALL BE COORDINATED WITH CLALLAM COUNTY
P U D CONTACT BRAD PARTRIDGE @ 360-565-3251
o
~
KEY NOTES:
CD PROVIDE A 13- TERMINAL METER SOCKET ENCLOSURE WITH
ROOM FOR TEST SWITCH
o BOND I A W P U D AND NEC REQUIREMENTS
o VENDOR PACKAGED ENGINE GENERATOR SET REFER TO
SPECIFICATION SECTION 11081
o PROVIDE prs
o CONTRACTOR SHALL SIZE MCPs TYPICAL
o MOUNT POWER FACTOR CAPACITOR ABOVE MCC REFER
TO SPECIFICATION SECTION 16410
o BREAKER SHALL BE SKID MOUNTED AND INCLUDE 120V
SHUNT TRIP UNIT
o OWNER FURNISHED LOAD BANK AND POWER CIRCUIT
MAXIMUM LOAD BANK RATING SHALL BE 100KW, 480V, 30
o SPACE FOR FUTURE MCC SECTION
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FILENAME
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o SPARE CONDUIT X 1201 SHALL BE CAPPED 18" ABOVE GRADE BELOW THE
CT CAN
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POWER PLAN
FILENAME
130282-E-1204
BC PROJECT NUMBER
130282
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(2) FOR ELECTRICAL POWER CIRCUIT PROPERTIES, SEE
PARTIAL ONE LINE DIAGRAM ON DRAWING E-1203
CD LOAD BANK NOT FURNISHED UNDER THIS CONTRACT
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NEC AND CONDUIT LOCATION
3 CONTRACTOR SHALL REFER TO CLALLAM COUNTY
P U 0 # 1 ELECTRIC SERVICE REQUIREMENTS MANUAL
FOR DETAILS ON SERVICE ENTRANCE REQUIREMENTS
ALL WORK SHALL BE COORDINATED WITH CLALLAM
COUNTY P U D CONTACT BRAD PARTRIDGE @
360-565-3251
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KEY NOTES:
(2) SEE DWG E-1303 FOR POWER RACEWAYS AND DWG E-1305 FOR
CONTROUSIGNAL RACEWAYS CONTINUATION
CD SEE DWG E-1004 DETAIL B FOR UTILITY TRENCH DETAIL UTILITY
PROVIDED AND INSTALLED RACEWAY CABLES, VAULT, WARNING TAPE AND
TRANSFORMER THE CONTRACTOR SHALL PROVIDE TRENCHING AND
BACKFILL SERVICE ONLY COORDINATE WITH CLALLAM COUNTY PUD #1
(2) SEE DWG E-1004 DETAIL B FOR UTILITY TRENCH DETAIL
o BOND GROUNDING ELECTRODE CONDUCTOR TO WATER PIPE,
FOUNDATION PAD REBAR, FENCE AND BUILDING STEEL TYPICAL
CD VAULT AND CONDUIT INSTALLATION SHALL NOT DISRUPT EXISTING
UNDERGROUND TELECOMMUNICATIONS
o SEE MECHANICAL PLAN DWGS FOR EXACT FLOW METER LOCATION
120VAC POWER FROM PLC CABINET, PNL-1300 SEE DWG 1-1302 AND 1-1340
FOR DETAILS
o NOT USED
o PROVIDE GFI, WEATHER PROOF RECEPTACLE WITH PLUG AND CORD
INSERTED FEED FROM PBD 1361-7
o SEE DWG E-1004 DETAIL E FOR EQUIPMENT RACK DETAIL
@FBP, DISTANCE FROM TELECOMMUNICATION VAULT TO NID-1396IS 150'
COORDINATE WITH DOUG DAVIDSON OF QWEST PHONE SERVICES @
360-425-1258
@SEE DWG S-1001 DETAIL B FOR GENERATOR EQUIPMENT PAD
@ENCLOSURE FOR WET WELL HORN/STROBE, PNL-1392 AAH 1292A&B SEE
DWG 1-1002 DETAIL A
@SPARE RACEWAYS X 1302 AND X 1303 SHALL BE CAPPED 18" ABOVE
EQUIPMENT PAD
@ DEMOLISH EXISTING LIGHT FIXTURE, CONDUITS AND CONDUCTORS
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE EXISTING OUTSIDE
LIGHTING CIRCUIT INTACT AND FUNCTIONING
@ EXISTING UNDERGROUND POWER, TO REMAIN
@EXISTING TELECOMMUNICATIONS, TO REMAIN,
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FILENAME
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BC PROJECT NUMBER
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E-1301
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UNIT HEATER
BROWN AND CALDWELL
SUBMITTED-
SEATTLE. WA
DATE
APPROVED
A
DATE
B
I EXTERNAl REFERENCE FILES
EIJGA.8C-Ta.02 ctwa
EUGA..QOO.E-l()()().Old'Wll
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INCOMING SPACE SPACE SPACE
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SCALE 314" = 1'.()"
REVISIONS
DESCRIPTION
BY
DATE APP
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GENERAL NOTES:
CONTRACTOR SHALL REFER TO CLALLAM COUNTY P U D #
1 ELECTRIC SERVICE REQUIREMENTS MANUAL FOR
DETAILS ON SERVICE ENTRANCE REQUIREMENTS ALL
WORK SHALL BE COORDINATED WITH CLALLAM COUNTY
P U D CONTACT BRAD PARTRIDGE @ 360-565-3251
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~
KEY NOTES:
CD PROVIDE A 13-TERMINAL METER SOCKET ENCLOSURE WITH
ROOM FOR TEST SWITCH
o BOND I A W P U D AND NEC REQUIREMENTS
CD VENDOR PACKAGED ENGINE GENERATOR SET REFER TO
SPEC SECTION 11081
o PROVIDE PTs
CD CONTRACTOR SHALL SIZE MCPs TYPICAL
o MOUNT POWER FACTOR CAPACITORS ABOVE MCC REFER
TO SPECIFICATION SECTION 16410
CD BREAKER SHALL BE SKID MOUNTED AND INCLUDE 120V
SHUNT TRIP UNIT
o OWNER FURNISHED LOAD BANK AND POWER CIRCUIT
MAXIMUM LOAD BANK RATING SHALL BE 120 KW, 480V, 30
o SPACE FOR FUTURE MCC SECTION
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FILENAME
130282-E-1302
Be PROJECT NUMBER
1302B2
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ELECTRICAL
PUMP STATION 13
ONE-LINE
DRA'MNG NUMBER
E-1302
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FUTURE MCC
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BROWN AND C A L DW E LL
REVISIONS
DESCR:1PT1ON
LINE IS 2 INCHES
AT FUlL SIZE
(F NOT r. sc.au: ACCORDt.lOl't)
BY DATE APP
ZONE REV.
SEATTLE, WA
DESIGNED KJl(ISW
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REFER TO MECHANICAL DWGS FOR EXACT
PROCESS/HVAC EQUIPMENT LOCATIONS
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CD SEE DWG E-1301 FOR RACEWAY CONTINUATION,
2 MOUNT POWER FACTOR CAPACITOR ABOVE MCC TYPICAL.
o 120VAC MANUFACTURER SUPPLIED POWER CABLE TYPiCAl.
4 SPARE CONDUIT X 1301 SHALL BE CAPPED 1S"ABOVE GRADE BELOW THE
CT CAN,
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POWER PLAN
FILENAME
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8C PROJECT NUM8ER
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KEY NOTES:
(2)EXTERIOR FIXTURES SHALL HAVE AN INTEGRAL PHOTO CELL REFER TO
SPECIFICATION SECTION 16500 TYPICAL
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REVISIONS
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LINE IS 2 INCHES
AT FULL SIZE
(F NOT T SC'J..E ACCORDINGt.. Y)
PORT ANGELES
EASTERN URBAN GROWTH AREA
ELECTRICAL
PUMP STATION 13
L1GHTING/RECEPT ACLE PLAN
BY OATE APP
ZONE REV
SEATTLE. WA DESIGNED KJK I sw
DRAWN sw EUGA
SUBMITTED DATE CHECKED GI<K INTERCEPTOR
CHECKED PROJECT
APPROVED DATE APPROVED GI<K
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{ 1 REFER TO MECHANICAL DWGS FOR EXACT 0
S 1370-A ) PROCESS/HVAC EQUIPMENT LOCATIONS, ..-
LIT 1370 &
LSL 1372
KEY NOTES:
0) SEE DWG E-1301 FOR RACEWAY CONTINUATION, Ol
o SILENCE PUSHBUTTON IS INTEGRAL TO THE HORN ENCLOSURE SEE
C 1303-A C1311-A DWG 1-1002 DETAil A, OMIT STROBE FOR CHEMICAL TANK ALARM
C 131O-A C 1331-A o PROVIDE 2Ox1SxS' NEMA 4X STAINLESS STEEL JUNCTION BOX, HOFFMAN
C 130M C 1332-A CSD n'PE, OR EQUAL
C 1311-B C 1392-8 CD PROVIDE 12x12xS' NEMA4X STAINLESS STEELJUNCTlON BOX, HOFFMAN
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REVISIONS
DESCRIPTION
BY DATE APP
PORT ANGELES
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PUMP STATION 13
CONTROL, SIGNAL AND COMM PLAN
ALENAME
1302B2-E-1305
Be PROJECT NUJwl.BER
1302112
CI.IENT PROJECT NUMBER
SEATTLE, WA
SUBMITTED
DATE
DESiGNED- KJlC/SW
DRAWN' SW
CHECKED GIO(
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APPROVED. GIO(
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BROWN AND CALDWELL
SUBMlTIED
SEATTLE, WA
DATE
DRAWN
CHECKED
CHECKED
DATE _ APPROVED GKK
GKK
APPROVED
A
B
GENERATOR
BREAKER
TO MCC-1353
LINE IS 2 INCHES
AT FUll SIZE
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DESIGNED KJK' SW
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START GENERATOR
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....cO @
L.o SWITCHED TO GENERATOR @
@
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KUMATAKA-GREGdwa
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STARTING
BATTERY
BAT-1350
STARTER
BREAKER
SKID MOUNTED
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HEATER
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REVISIONS
DESCRIPTION
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GENERATOR CONTROL PANEL
SKID MOUNTED
24 VOLT CONTROL POWER
G
ENGINE CONTROL SWITCH
MANUAL OFF-AUTO
PNL-1300
PLC CABINET
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L.o GENERATOR AUTO MODE @
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L.o GENERATOR RUNNING @
REMOTE ....cO @
RUN L.o GENERA TOR LOW FUEL @
....cO @
L.o GENERATOR FUEL LEAKAGE @
BY
DATE APP
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KEY NOTES:
(2) FOR ELECTRICAL POWER CIRCUIT PROPERTIES SEE
ONE LINE DIAGRAM ON DRAWING E-1302 '
o LOAD BANK NOT FURNISHED UNDER CONTRACT
DOCUMENTS
CD FOR TERMINATIONS TO PLC CABINET, SEE DWG 1-1323
o SEE DWG 1-1330 FOR SHUNT TRIP CIRCUIT
o FOR TERMINATIONS TO PLC CABINET, SEE DWG 1-1325
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NID-1396
NETWORK
INTERFACE
DEVICE
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EASTERN URBAN GROWTH AREA
ELECTRICAL
PUMP STATION 13
ENGINE GENERATOR WIRING DIAGRAM
FILENAME
130282-E-1306
Be PROJECT NUMBER
130282
CUENT PROJECT NUMBER
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DRAWING NUMBER
E-1306
SHEET NUMBER
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FOR SITE LOCATION, SEE DWG G-1003
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CD SECONDARY BUILDING AND ASSOCIATED
EQUIPMENT IS EXISTING
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- TELEPHONE
- - - - - ETHERNET
UPP UTP PATCH PANEL
NS = NETWORK SWITCH
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1------------, 1------------, 1------------,
I SECONDARY BLDG. I PUMP STATION 1200 PUMP STATION 1300
I FOR PANEL LAYOUT, SEE DWG 1-1201 I I FOR PANEL LAYOUT, SEE DWG 1-1301 I
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FILENAME
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TWO 316 SS HOOKS
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316 SS BAR STOCK CROSS
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TRANSITION FROM 316 SS
CONDUIT TO LIQUID TIGHT
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INSTRUMENTATION 120282
PUMP STATION 12 CUENT PROJECT NUMBER
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LAYOUT SHEET NUMBER
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EASTERN URBAN GROWTH AREA
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FILENAME
130282-1-1240
Be PROJECT NUMBER
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J
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120282
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EASTERN URBAN GROWTH AREA
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PUMP STATION 13
CONTROL PANEL
LAYOUT
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1-1301
SHEET NUMBER
OF
P
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SEE DETAIL A
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PORT ANGELES
EASTERN URBAN GROWTH AREA
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PUMP STATION 13
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BY
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AND MODEL, SEE SPECIFICATIONS
CD PROVIDE NETWORK SWITCH
FOR MANUFACTURER AND MODEL,
SEE SPECIFICATIONS
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FOR MANUFACTURER AND PRODUCT
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PLC AND COMMUNICATION EQUIPMENT
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FILENAME
130282-1-1303
Be PROJECT NUMBER
130282
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DRA'MNG NUMBER
1-1303
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