Longmire Court Sewer ExtensionLONGMIRE COURT SEWER EXTENSION
YELM, WA. 98597
SECTION 19, TOWNSHIP 17, RANGE 2E, W.M.
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
PROJECT SPECIFICATIONS DEWATERING ABBREVIATIONS LEGEND & LINETYPES
THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE AC ASPHALT CONCRETE
ACCORDANCE WITH THE FOLLOWING: CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF
STANDING WATER AND SATURATED CONDITIONS AS NECESSARY FOR BCP BEGIN CURB RETURN
1) THE MOST CURRENT VERSION OF THE WASHINGTON STATE THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL EXISTING PROPOSED if LOCAT"
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, BM BENCHMARK
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER RIGHT-OF-WAY LINE
THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS BVC BEGIN VERTICAL CURB 01"
2) THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC OF SOIL FINES FROM FOUNDATION AND HARDSCAPE AREAS WILL NOT ago PROPERTY LINE
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD) BE PERMITTED. CB CATCH BASIN CENTERLINE
3) THE MOST CURRENT EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC) OCIP CAST IRON PIPE
UTILITIES LCATE NOTE EASEMENT LINE
THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON CL CENTERLINE - — --- — — — — — --- — — ®_ - - — — — — — — — — — — — — — - SA WOU T LINE
4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING
CMP CORRUGATED METAL PIPE >
JURISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS INFORMATION OBTAINED FROM THE TOPOGRAPHIC SURVEY. J.E. GIBSON uj
CONSULTING ASSUMES NO RESPONSIBILITY AND/OR LIABILITY OF EXISTING EDGE OF PAVEMENT/CURB LINE
THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS AT UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO Co CLEANOUT
THE CONTRACTOR'S OWN EXPENSE. VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXISTING - — — — — — — — — — — — — — - EDGE OF GRAVEL LINE
UTILITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES. CONTRACTOR CATV CATV COMMUNICATIONS
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,
SHALL CALL FOR UNDERGROUND LOCATES AT 1-800-424-5555 PRIOR SIDEWALK LINE V\N R
DIAM DIAMETER
MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND TO STARTING CONSTRUCTION ACTIVITIES. y BUILDING LINE WASjj 41
INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DIP DUCTILE IRON PIPE I:r 0
DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE AUTHORITY HAVING VICINITY MAP
_x_x_x_x FENCE LINE In z
JURISDICTION AND THE PROJECT OWNER. RECORD DRAWINGS EE ELECTRICAL NOT TO SCALE ce
J.E. GIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING _w w WATER LINE 0 4Q
ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE 10 42010
JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE, ECR END CURB RETURN
REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR APPROVAL.
J.E. GIBSON CONSULTING WILL NOT CERTIFY RECORD DRAWINGS UNLESS sl.; SlIs ss ss SEWER LINE jt,
A REPRESENTATIVE OF THE COMPANY HAS INSPECTED ACTUAL EL ELEVATION
INSTALLATION OF UTILITIES PRIOR TO BACKFILLING. EVC END VERTICAL CURB FM FM FORCE MAIN LINE
CONTRACTOR LIABILITY NOTE Vi
THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED EXIST EXISTING ___sD ----- SD SO ----- SID SD SD STORM LINE
DRAWINGS THAT SHALL INCLUDE RED LINE MARKUPS (LEGIBLE) OF ANY
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
ALTERATIONS TO THE DESIGN. THE RED LINE MARKINGS SHALL BE DI TCH LINE
RESPONSIBILITY FOR JOB SITE COND111ONS DURING THE COURSE OF FIFE FINISHED FLOOR ELEVATION
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SUBMITTED TO THE ENGINEER OF RECORD UPON PROJECT COMPLETION.
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL CN
CD
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY FG FINISH GRADE ROADWAY STRIPE LINE C14
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.6� w
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THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD J.E. GIBSON
SHEET INDEX
FH FIRE HYDRANT
v UA,', LINE
1 CV -01
CONSULTING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
2 UT -01
STEP SEWER PLAN AND PROFILE
3 UT -02
SEWER NOTES AND DETAILS
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY PERMIT AND SHALL SUBMIT
FL FLOWLINE / FLANGE
p p POWER LINE
LINEAL FEET
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
A TRAFFIC CONTROL PLAN TO THE AUTHORITY HAVING JURISDICTION
FIRE HYDRANT
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NEGLIGENCE OF J.E. GIBSON CONSULTING.
PRIOR TO STARTING CONSTRUCTION ACTIVITIES, ALL WORK WITHIN THE
FM FORCE MAIN
AFI ----`-OH. ---- OH op op OVERHEAD POWER LINE
MANHOLE
RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING
JURISDICTION'S STANDARDS.
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_T -0H T -OH OVERHEAD PHONE LINE
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GRADING NOTEGM
SANITARY SEWER: CITY OF YELM
PROJECT INFORMATION
ANY CUT AND FILL QUANTITIES, IF SHOWN ON THESE DRAWINGS, ARE
GASMETER
-----T-----T-----T-----T-----T— TELEPHONE LINE
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ESTIMATED IN-PLACE VOLUMES AND ARE FOR PLANNING PURPOSES
SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF
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-------C - c— c CABLE ICOMMUNICATIONS LINE
MECHANICAL JOINT
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY QUANTITIES
APPLICANT, C & E DEVELOPMENTS LLC
GATE VALVE
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ry
AND APPLY SHRINK AND /0R SWELL FArTOF?-,
THERE IS A DISCREPANCY.
HP HIGH POINT
STORM CATCH BASIN
SHEET INDEX
SHEET NO. SHEET REF.
SHEET DESCRIPTION
1 CV -01
COVER SHEET
2 UT -01
STEP SEWER PLAN AND PROFILE
3 UT -02
SEWER NOTES AND DETAILS
TOPOGRAPHIC NOTE
YELM, WA 98597
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PARCEL NUMBER: 69310100000 (LOT TO BE SERVED)
SITE ADDRESS: PRAIRIE MEW ESTATES OPEN SPACE TRACT
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PARCEL NUMBER: 69310100000 (LOT TO BE SERVED)
SITE ADDRESS: PRAIRIE MEW ESTATES OPEN SPACE TRACT
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CURVE LENGTH
STORM MANHOLE
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TOPOGRAPHIC NOTE
YELM, WA 98597
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LINEAL FEET
FIRE HYDRANT
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TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE
PROVIDED BY A THIRD PARTY SURVEYOR. THE CONTRACTOR SHALL
PARCEL AREA: 0.33 ACRES
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MANHOLE
WATER METER
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VERIFY TOPOGRAPHIC INFORMATION IN THE FIELD PRIOR TO
SANITARY SEWER: CITY OF YELM
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SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF
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MECHANICAL JOINT
GATE VALVE
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THERE IS A DISCREPANCY.
WATER, CITY OF YELM
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FIRE DISTRICT: SE THURSTON FIRE AUTHORITY
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POINT OF CURVATURE
THRUST BLOCKING
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EROSION CONTROL NOTE
FLOODZONE: N / A
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POINT OF INTERSECTION
WATER BENDS
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EROSION CONTROL MEASURES ARE NOT LIMITED TO THE TO THE ITEMS
PL
PROPERTY LINE
WATER TEE0
W.
06 m
DATUM NOTE
ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES.
POB
POINT OF BEGINNING
SEWER MANHOLE
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NO SILTATION OF EXISTING OR PROPOSED STORMWATER FACILITIES
SHALL BE ALLOWED, CARE SHALL BE TAKEN TO PREVENT MIGRATION
POC
POINT OF CONNECTION
STORM/SEWER CLEANOUT
OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY
PT
POINT OF TANGENCY
CONTRACTOR'S ACTIVITIES SHALL BE RESTORED IN ACCORDANCE WITH
THE LANDSCAPING PLANS OR HYDROSEEDED IF NO LANDSCAPING PLANS
PVC
POLYVINYL CHLORIDE
EXIST.
R
RADIUS
IF DISCHARGING TO WATERS OF THE STATE AND DISTURBING MORE
THAN ONE (1) OF LAND, THE CONTRACTOR IS RESPONSIBLE FOR
RCP REINFORCED CONCRETE PIPE
APPLYING AND SECURING COVERAGE UNDER WSDOE'S NPDES, GENERAL
PERMIT, THE CONTRACTOR IS HEREBY NOTIFIED THAT IT CAN TAKE UP
R/W
RIGHT-OF-WAY
TO SIXTY (60) DAYS TO ACQUIRE COVERAGE,
VERTICAL DATUM. NGVD 29 - TOPOGRAPHIC INFORMATION HAS BEEN OBTAINED
FROM THURSTON COUNTY GEODATA.ORG WEBSITE AND CITY OF YELM RECORD
DRAWINGS FOR COATES ROADWAY IMPROVEMENTS
RD
ROOF DRAIN
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REMOVAL & REPLACEMENT OF
SS
SD
SANITARY SEWER
STORM SEWER
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UNSUITABLE MATERIALS
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STATION
WHENEVER EXCAVATING ACTIVITIES ON-SITE EXPOSE PEAT, SOFT
LEGAL DESCRIPTION
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CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL,
STEP
SEPTIC TANK EFFLUENT PUMP
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SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE
THIS PROJECT DOES NOT HAVE A LEGAL DESCRIPTION. ALL WORK WILL
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GEOTECHNICAL ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION
BE DONE WITH IN THE CITY OF YELM LONGMIRE COURT RIGHT OF WAYS.
STD DTL
STANDARD DETAIL
MATERIAL.
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TELEPHONE
UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND
HAULED TO A CONTRACTOR PROVIDED WASTE SITE, THE CONTRACTOR
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THRUST BLOCK00
SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE
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REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE IBC.
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TOP OF CURB
TYPICAL
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STORM DRAINAGE NOTE
SURVEY UTILITY NOTE
UGP
UNDERGROUND POWER
TO PROTECT STORMWATER FACILITIES FROM SEDIMENTATION, THE
UTILITIES SHOWN HEREON ARE FROM MAPPING VISIBLE SURFACE
CONTRACTOR SHALL CONNECT THE FACILITY(IES) TO THE STORM
APPURTENANCES, MAPPING UTILITY PAINT MARKS FROM A UTILITY
W
WATER
CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES,
LOCATING SERVICE, AND USING RECORD UTILITY SYSTEM MAPS
DRAWING NO:
PERMANENT EROSION CONTROL MEASURES, AND FINAL LANDSCAPING
PROVIDED BY OTHERS, BURIED UTILITIES ARE ONLY SHOWN AS
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WATER METER
CV -01
ARE IN PLACE.
APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION
SHEET ILIO
WV WATER VALVE
1 OF 3
RESTORE PIPE TRENCHING
AND ASPHALT PATCHING.
SEE COY DETAIL 5-3 ON
SHEET UT -02
EDGE OF EX.
PA VEMEN T
0 20 40
SCALE IN FEETSTA 1+64.54, 2,5' LT
BEGIN ASPHALT SAWCUT
AND PAVEMENT PATCHING,
SEE COY DETAIL 5-3 FOR
PATCHING DETAILS
CONTRACTOR TO FIELD LOCATE
EX. WATER SERVICES AND
PROTECT DURING SEWER MAIN
INSTALLATION
2,5.0'.
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SEC. 19, T17N., R2E., W.M.
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58!
8!r -`38' 0 0 .00*E 72.00'
25.0
EX. 2" STEP MAIN 2.5'
55' RADIUS
15. 8,
EX. FH
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INSTALL:
231 LF OF 2' STEP SEWEI? MAIN.
SEE SANITARY SEWER NOTES FOR
EX. 6m WATERMAIN MAIN SPECIFICATIONS.
66.0'
STA. 1+66.04, 2.5' LT
REMOVE EXIS17NG 2m STEP SEWER
MAIN CAP.
q°' �, CONNECT.•
2" STEP SEWER MAIN AND
INSTALL PER THIS PLAN
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)X",
A 4f
STA. 3+91.00, 14.58' RT
1" STEP SERVICE BEND
SEE COY DETAIL 5-1 FOR PIPE
TYPE AND BEND REQUIREMENTS
STA. 3+91.00, 25' LT
INSTALL:
1-1" STEP SEWER SERVICE.
SEE COY DETAIL 5-1 ON SHEET
UT -02.
STA. 3+95.00, 2.51 LT
INSTALL:
END OF LINE CLEANOUT SEE
COY DETAIL 5-20 ON SHEET
UT -02.
STA, 3+98.97, 25'LT
END ASPHALT SAWCUT
AND ASPHALT PATCHING
SEE COY DETAIL 5-3 FOR
PATCHING DETAILS
SIA. 3+95.00, 16.09' RT
END ASPHALT SAWCUT
AND ASPHALT PATCHING
SEE COY DETAIL 5-3 FOR
PATCHING DETAILS
STA. 4+06.00, 20.25' RT
INSTALL:
f* SINGLE STEP SERVICE
"ONNECTION. SEE COY DETAIL
5 -ION SHEET UT -02,
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CALL BEFORE YOU DIG z
E' °p '� " "- � "-� "'� w� "w,�` �� � .,� ''` THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION 0
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL Z:
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 0 uj C.0
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
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48 HOURS PRIOR TO ANY EXCAVATION. m re Z 0 oo 04
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346.0 — 346.0
344.0---.-: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX LONGMIRE ST PAVEMENT GRADE, . . . . . . . . . . . . . . . . . . . . . . . . . . . 7JA A
177. V
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STA. 0+00.00, 2.5' LTSTA. 3+91.00, 25' LT.
REMOVE EAIS17NG 2- S7gP SEWER I- 'STEP SERVICE CONNECTION
SEE GOY DETAIL 5-1 ON SHEET vil
342.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
cM . . . . . . . . . . . . . MAINCAP . . . . . . . . . . . . . . . . . . . . . . ttT-02 . .. . . . . 342.0
CONNECT
2" STEP SEWER MAIN AND 5' MIN COVER r4
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INSTALL PER THIS PLAN
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340.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340.0 rn
00
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EX. 2* STEP SEWER MAIN- 731 LF 2- STEP SEWER MAIN • 00
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STA. 3+95.00, 2.5' LT
INSTALL: z
338.0 �EX 2'. �SJEP . . . . . . . . . . . . . . . . . . . . . . . . . . tAID-OF LINE' CLEAROUT -Ste J38.0 iF
SEWER MAIN uj
1 !20' HORIZ COY DETAIL 5-20 ON SHEET
UT -02.
10 VERT
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336.0 1 1 1 336.0
1+50 2+00 2+50 3+00 3+50 44-00
LONGMIRE COURT DRAW14G NO:
UT -01
SHEET NO:
2 OF 3
rWON- ll'i 1 li' • �l ■kal i �mw o1
A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST
CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION (WSOOTIAPWA).
B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO
THE START OF CONSTRUCTION.
C: IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY
AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS
D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION.
E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING
MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP.
F. 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
LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
G SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS.
H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER
THE PROPOSED SUBGRADE, THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED
"SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS
SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC
PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE
AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 ABOVE
THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED `POWER".
TAPE SHALL BE FURNISHED BY CONTRACTOR.
J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL
MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE
5.60-A).
K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET
PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. ENGINEERING SPECIFICATIONS AND STANDARD
DETAILS - 1210912019 5
L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT
INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS
M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AS REQUIRED.
N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON
CONSTRUCTION SITE AT ALL TIMES
0. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM,
P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION
FOR TESTING WATER MAINS (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGEDICLEANED 1N THE
PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE
Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM.
APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES ANDIOR FAILURES AS
DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
THE CITY OF YELM FOR THE REQUIRED INSPECTIONS
R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROM TOP OF PANEL TO
FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM.
S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE
"ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER
MODEL 15031-0 RAYNT17F SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER.
T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR N0710E TO THE SEWER DEPARTMENT IS
REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE. 1. TANK INSTALLATION, IE; BEDDING AND
LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST J. S.S. PRESSURE TEST 4. SERVICE UNE PRESSURE TEST 5,
FINAL INSPEC71ON
U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED
EQUAL.
GENERAL NOTES (STREET CONSTRUCTION:
A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST
CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION.
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B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO
3 DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR
APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
Q C. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL ANDIOR HORIZONTAL
CL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK,
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uj D. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED
m WITH ASPHALT EMULSION TYPE CSSI IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS THE NEW ASPHALT SHALL
o BE FEATHERED BACK OVER EXIS7INO TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED
WITH GRADE AR-400OW PAVING ASPHALT.
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E. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
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a F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR
o LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE.
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G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK.
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p H. THE CONTRACTORIDEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
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SPDC E TO E STING F ISH
14 TfIITG GRADE*
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TIT STEP TANK �
CONNECT TO
EI(ISTING P — 1* OR 2m DIECK VALVE
SERVa URE
1* (1R. 2" fS BAU, VALVr, B.. x SL -
1, ALL SERVICE UNE CMS%N( BOXES SHALL
L
BE LOCATED 4` FROM M:' OF CURB TO
CENTER OF CARSON 001 IN PLANWR
STRIP ON BOTH SIDES OF ROADWAY,
2, GANG CARSON BOXES SiAL.L BE LOCATED
3' APART TO CENTER OF BOAS
3, BALL AND O CK VALI&S M BE
INSMEB W CARSM FOXES ACC"NO
TO DRA'O%
4, NO VIED CCINNECTMS N SERV4E
LKS MESS PRE -APPROVED BY THE
ACTOR Or 14S/10 KSIGNM
SERVICE Bp - CARS lNrh;STRIES MODEL NO,
14198 WITH BOLTED KNOW Cpm OR EQUAL
COVE' VARKWO TO READ *SS R* (M IN
NON -TRAFFIC AREAS)
~14 Ok OF HEAVY INSI,.t(,ATED
DRE+CT BART` COPM TMNO ME
ALL TANG WRE WCES SHAU
IECONNECTED BY USK 0.6,Y.
KITS MANUfACrUREp BY SM
1*OR 2" $04EDULEJ
40 PVC SW
PVC SWING CHECK_ _
'ALV° :SE x SL
S* Iii: 2" KB BALL VALVE, $1, x SL -
1" OR 2' PVC NIPPLE, SL, x S(..
I' OR 2" x MAIN NX PVC
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