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POLYPIG STATTONONNEW 1- 2ILF 6 "DI SPOOL I i
12" W(SEEPLANB300.6) 10' MIN. (��)
s �r ♦ SANITARY SEWER NOTES AND SPECIFICATIONS:
v I m LOT #17 CO' - - LOT #1 SURFACE WATER STANDARD PI'A NOTES THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASIERWATER
INSTALL223°BEND( ¢ _ �I;J /\ -- Lr. HL,In: -__ .I S IE=14 DLOTSWm1aNEINGN j AND EXAMPLE OFCONSTRUCTIONSEQUENCE DRIED.
S
FF -144.0 IE 1390 CO.
INSTALL: " 1VN x _ I / , 7. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
_ iISE L - _ _ _ - J ' 1 wAT� SCE � w- i' SURFACE WATER STANDARD NOTES: STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST
W ?JBiUSTBLGCKING / / /
z ` c III ° - - PRESSURE WATER REDUCING- J /,r ' 1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY. EDITION OF THE WSDOT/APW
A STANDARDS AND SPECIFlCATKKNS, AS
r - - - - - - - - -
5. IV VALVE PER STD. PLAN ND. APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
b - /,Ym� - - - STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
°
14- L - PRE- CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN
z i SHALL BE KEPT ON ME SITE AT ALL TIMES DURING CONSTRUCTION.
I I
I
RENEW SECTION AND THE APPLICANT.
o ? z 03. ALL DESIGN AND CON THE LATEST SHALL BE IN ACCORDANCE WITH ME RENTON
2. THE HOURS OF WORK IN THE STREET RIGHT' OF WAY SHALL BE PER
LOT #16 MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR CITY WRITING Y THE ON WEEKDAYS UNNLESS OTHERWISE APPROVED
IN WRITING BY ME PLANNING BUILDING PUBLIC WORKS DEPARTMENT
_ I ! GOAD, BRIDGE AND MUNICIPAL CIATION CAPON PREPARED E BY THE AND THE / /
FF =144.0 t AMERICAN PUBLIC WORKS DEPARTMENT A SHALL . AS AMENDED BY THE CITY AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
cD 10• Lml (1vP.) -LOT #2 I'
RENTON PUBLIC WORKS DEPAR SENT. R SHALL BE HE SOLE RESPONSIBILITY OF BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
? Z; L - - - IE -139.0 - �. �0! PLANTER FF =154.0 I THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
S895428 £ 135.23' - Y1+01 i C.O. I OMISSION OR VARIATION FROM THE A60VE REQUIREMENTS FOUND IN THIS PLANS. ALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
CORRECTIONS SFALI. BE AT NO ADDITIONAL COST 70 THE CITY.
AND CORRECT LOCARON SO AS TO AVOID DAMAGE OR DISTURBANCE
y - ! i 6+93).0 - - - I, 4. APPROVAL OF THIS ROAD, GRADING. PARKING AND DRAINAGE PLAN DOES NOT 4. APRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NO/ICE SIUL/.
F _ - - - (o83j r CONSTRUE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER BE REQUIED PRIOR TO STARTING NEW CONSTRUCTION R SMALL BE
U: - y Oi8 CONVEYANCE SEWER CONVEYANCE GAS, ELECTRICAL. ETC.) THE SURFACE WATER THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECL3SWY
^ I •. I ! ( �- - - - - - PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
•V DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PEWS,
'.I ' _I -CIE =149.0 I,, REQUARE RITTEN APPROVAL FROM THE CITY OFF RENTON FROM PUBLIC WORKS APPROVED PLANS WILL SHALL ACCOMPLISHED
THE REPRESENTA71VE OF THE TO CITY
NO FY THE PUBLIC IT
Q I I TRACT 998 24.0 DEPARTMENT, SURFACE WATER UTILITY SECTION. WORKS INSPECTORS 24 HOURS IN ADVANCE OF B4CKFlWNG ALL
w SPACE LOT #3 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION.
\ �i A. I I OPEN SPACE FF =I54.0 CONSTRUCTION IS IN PROGRESS 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
0 ~ I FF =134.0 LOT #Io5 I I I 6. GRADING ACINTTIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 AM. TO 7 SEQUENCE OF CONSIRUC710NAND FOR THE SAFETY OF WORKS AND
LOT #14 12. ' 1;.0' , I - - - '� P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHER ON THE CONSTRUCTION SITE.
L - - - - - - - - J OTHERWISE APPROVED WITH A WRIIJEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
'I TRAC7'9 I °I �: 7 R SWllL BE THE APP(LWYS /CONTRAC7OR'S RESPONSIBILITY TO OBTAIN ALL STREET USE AND ANY OTHER RETRIED PERMITS PRIOR TO ANY
DETENTIC N '..I _ CONSTRUCTION EASEMENTS NECESSARY BEFORE INM4TING OFF -SITE WORK. CONSTRUCTION.
III o im EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
+ VAULT. w o, „�" o DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
n n 20' ACCESS D/W CUT START 8. FRANCHISED UTILITIES OR OTHER INSTALLATIOS THAT ARE NOT SHOWN ON THESE
/I I o (o o iI & UTILITY STA 2 +59.38 I + Y� I 6' PLC SIDE SEW O 2% Nw. n APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
U PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER WHENEVER CONSTRUCTION IS IN PROGRESS.
MI I L =- - =J EASEMENT - J ST8 ALL: TR- - #4x4� DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9.. THE CONTRACTOR SHALL PROVIDE THE COY OF RENTON WITH AN
c Q I • •� p E0.1450 FF- 150.0 i,l, 3 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. A5 -BUILT DRAWING OF THE SANITARY SEWER SYSTEM. WHICH HAS
a o f y REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER
(0+00) - - - 1n 10. ANY DEWATERING SYSTEM NECESSARY' FOR THE CONSTRUCTION OF STORMWATER OR LICENSED PROFESSIONAL SURVEYOR.
STA. 22+69.45, 1.988 u� SSMH #3 - - �- - - - - _ _ J ° FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. &CKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE
CONNECT TO EXISTING 12 "DI WATER MAIN WITH: $ "' h �� 180LF 8° PVC 32 +00 3 + I ° 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFlLLED AND IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM
•`+ m _2+54- 34, 2.84'L " 1 COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. DEPTH OF 8 INCHES, MOROUGHTIY TAMPING EACH DYER TO 95
1-12 z8 "FLANGETFE .,
1 -12 "GV (MI) SS (ON.pS� _ _INSTALL: 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
`O / GO. 1- 8"D.1. 4°BEND DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
1- 8"c8 -DI REPAIR SLEEVE (Ml) VI RENTON AND N07ED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
/ '� THE SIDE OF THE TRENCH. M4TER4LLS TO COMPLETE THE FILL OVER
1-8 "DI SPOOL CUT TO LENGTH SS % IE =145.0 w/fHRUSTBLOCKING PIPE SHALL BE THE WE AS DESCRIBED.
In p RESTORED IN ACCORDANCE DARN THE CRY OF RENTON TRENCH RESTORATION
3 00 0 2' GRAVEL / \- ' ' STANDARDS. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
6L _ All ACCESS LOT #13 / LOT #S ' 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING TRAVELED ROADWAY SHALL BE BACKPLLED WITH CRUSHED ROCK AND
ROAD FF =136.0 / �_ AND BUILDING CONSTRUCTION, AND THEY MUST BE S77SFACTORILY MAINTAINED UNTIL MECHANICALLY COMPACTED UNLESS APPROVED BY
8• p.l. U. 2 '' \p5 FF =150.0 CONSTRUC7ON IS COMPLETED AND THE POTENNJ. FOR ON -SITE EROSION HAS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORM AMERICAN VERTICAL
A/C DRIVELVAY / 1 J / �0 \\ III PASSED. DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE
NORTH / s p J ; AF B° D.I. .�O �''iL - - J! 14. ALL RETENTION /DETENTION FACILITIES MUST 77 INSTALLED AND IN OPERATION PRIOR 0 AMERICAN DATUM F RENTON PUBLIC S UNLESS DEPARTMENT
1 TA 8• UI �'_ _ _ _ TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CRY OF RENiON PUBLIC WORKS DLPARIMENT.
31.0 STA. 2 +84.29, 3.408 APPROVED BY THE PUBLIC WORKS DEPARTMENT SURFACE WATER UTILITY SECTION REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
0 +i6 `� 15. ALL PIPE AND APPB7ENANCES SHALL BE WO ON A PROPERLY PREPARED 13 ALL DISTRUBED AREAS SHALL BE SEEDED AND MULCHED OR
SM '2 +84.11 - - -
STA:22+6919 INSTALL: _X21 p I- _ _ _ _ _ INST�'1" FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD OTHERWISE STABILIZE) TO THE S417SFAC77ON OF THE DEPARTMENT
INSTALL: .O. -` -7 1 x 101E 8' D.D 1 -8 "TILL. 45- BEND (1MJ) I SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
1 8' D.I. DI45 °BEND (MJ) ¢ s I w/PHRUST BLOCKING NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATON OF CONSTRUCTION.
1- 8 "DJ.45 °BEND(M!) w 117=1 .0 3 w 1 ( I
UST BLOCKING `S vl 14. ALL PIPE AN APP N A PROPERLY
w /IHRUSTBLOCKING /IFTH o 15' UTILITY o 1 D/W CUT END 4� M47ERAE AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING D FOUNDATION IN ACCORDANCE WITH 0
_ EASEMENT A; 2 +y1.yp / 48.0 I SUPPORT. 70 UNIFORM GLADE E THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
S, 1SA #2A LOT #12 1 /
Co. 143.0 p I SUPPORTED AS A UNIFORMLY DENSE UNYIELDING WE ALL PIPE BEDDING SHALL WORKS ATONS OF THE COY OF RENTON PLANINGHBUDDING /PUBLIC
IE =143.0 BE APWA CLASS °C; WITH ME IXCET'7ION OF PVC PIPE WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
SD'AH ¢ TRACC997 \ FF =134.0 ; o (�2) I 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE
/ \ CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
RnJ= 116.8] _o NGPA / L - - - - - - - - - - - - - J BETTER INSIDE AND OUTSIDE THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM
INV- 111.62 (NE) >- 17. ALL ORP ACE STRUCTURE, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE -2 STA: 2 +96.63, 15.81 R - - - - SOLD LOCKING LIDS ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT OR THE TOP OF THE FOUNDATON MATERIAL, AS WEL AS PLACEMENT
NdV= n 1 S7 (S) n GALE 6' PVC - - INSTALL: '�. - - - - - RETENTION / DETENTON FACILITY SHALL HAVE SOLID LOCKING LIDS. AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM
�Af1 ,Fl O 2A MIN. ,. / • -'I� GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
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ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
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F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND M4INTAJNED BY
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THE LOT HOME OWNER.
SHALL CONPRIOR� INSIGHT T ENGINEERING COMPANY RESOLVE �
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EXCEPT FOR SUMP PUPM DISCHARGE LINES USED TO DRAIN CRAWL SPACES,
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VOL
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- 51/4" EH. ASSY.
- 4 "STORZF7G. IVl
-28LF 6 "DI SPOOL f%, CONNECTING TO
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ER STD. PLANNO. 300.6
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NOTES
1. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUNDED.
2. A MINIMUM SEPARATION OF 10' SWILL BE GIVEN BETWEEN SEWER AND WATER LINES.
-5114 EHASSY \ 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WON TABLE
]- 6 "GV(FL) 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE
-�' BEDDING SHALL HE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
`t- -' 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED .1
Y' 1 - 4 "STORZFTG. C� FG OLD 0 0 FEET BELOW PAVEMENT LEVEL
4ER 1 -59LF 6 "DI SPOOL 'J FENCE 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE PIPE
LOW 17/ SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:7 SLOPE FROM ME EDGE OF THE 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER
CO. ¢'- �' POST
IE =1330 w z CO. [♦ FF =148.0 DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF GASKETED A57M D 3034, STIR 35, OR DUCTILE IRON CLASS 50,
h = ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO UNLESS 07ERMSE APPROVED BY THE WASTEWATER UTIUTY.
Co. L"1270 I I IE -135.0 O �20' ACCESS & x A DEPTH OF ONE (1) FOOT MUST MELT THE FOLLOWING SPECIFICATIONS: 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND
(0+00) I I ° SS I# I' UTILITY . EASEMENT _ _ _ _ _ MAXIMUM 12 INCHES ABOVE FlSIHED GRADE OR MUST HAVE MINIMUM
_ _ _ - J 4 -8 INCH ROCK/ 40 -70 PASSING;
2 -4 INCH RDACK/ 30 -40% PASSING; AND 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA,
E -14J'0- - - LESS THAN 2 INCH ROCK/ 10 -20% PASSING. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
It LOT #11 A4NTN4E1 - - - - (1 +32)- - - - - - - - - 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE
I FF =132.0 I LOT #10 I I LOT1t7 , x STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR
FF =136.0 FF =139.0 70+00) SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT
coo - L0T #8 LDRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
IE =10.7.0 FF =148.0 22. DRAINAGE OUT ETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
/ I A EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
L - _ _ 1 - J L - - - - - J L - - - - - - - - - - - - - - - - J DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS Knowwhat's below. 9
NECESSARY' TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE EACH Cali before OM dl
N 89'27'05" W 352.83' OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED
\ OUTLETS CONVEYANCE SYSTEM O TO AN APPROVED OUTTALL LOCATION.
B. OUKETS DN HIGH LOT SHALL RE LOCATED WITH A FIVE -FOOT -HIGH, 2° X 4° IITIIJTIP CONFLICT NOTE.•
STAKE MARKED STORM' OR BRAIN' THE STUB -OUT SHALL EXTEND ABOVE
SURFACE LEVEL, BE VISIBLE, AND BE SUTURED TO THE STAKE CAUTION'
C. PIPE M47ERAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
/ CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METAWO DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
g THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
OTHER ACCEPTABLE DEIEC17ON.
AND IERnCAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE
e,r D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DMAL40E SYSTEMS DESIGNED CALLING UTILITY LOCATE O 1 -800- 424 -5555 POTHOUNG ALL OF THE EXISTING
\ m TO CONVEY' FLOWS THROUGH INDIVIDUAL LOTS.
m E THE APPLIGWT/CONFRACTOR IS RESPONIBLE FOR COORDINADNG THE LOCATIONS UTILITIES AT LOCATIONS OF NEW UTILII7' CROSSINGS TO PHYSICALLY VERIFY
2
7 OF A WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF WD UTILITIES AS SHOWN
LL STUB -OUT CONVEYA NCE LINES WITH RESPECT TO OTHER UTILITIES (EG
C,1J= S- 37760` 1vJ3 -77(,,o)
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VICINITYMAP
SCALE I- = 114 MILE
5 -31160
W -37760
BASIS OF BEARINGS IS PLAT OF
TALBOT ESTATES VOL 17211 -3
17 OF RENTON 11927
KING COUNTY CONCRETE MONUMENT AND CASE IN
GRAVEL SHOULDER 39' WEST EA OF TALBOT ROAD
SOUTH AND 50' SOUTH OF CENTERLINE OF 192NO Sr
ELEVATION = 123.70'
TBM
SSMH
RIM= 171.92
ITV= 162.86 (GTR. CHANNEL EW9
VERTICAL DATUM'
N4VD 88
ENGINEER /CONTACT SURVEYOR
NEW DIGMEDMiG COIFANY
17120 167H AVE P.O. BOX A 9 17420 116TH 8 SE
EVERETT CONTACT WA 98206 CONTACT. WA 9&L58
coNTacr swn/RSH Moolam cONrACr. RoDNEr HAASEN
425 0 963
( ) 33 3
." " - °" (425) 235 -8440
OWNER
M.T. DELt10PIMNT, LUG
11625 RAINER AVE. S.
SEATTLE. WA 98178 -3983
1(1625 AWN HALE !!C
11625 RUINER AVE S.
SEATTLE, WA 98178 -3983
(206) 772 -2308
FAX: (286) 838 -2791
PARCEL A°
SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY
BOUNDARY LINE ADJUSTMENT NO LOSLOO92 RECORDING
NUMBER 20060523900010 BEING A PORTION OF NE 114 OF
THE NE 114 SECTION 06, TOWNSHIP 22 N. RANGE 05 E,
KING COUNTY, W.M.
CITYOFRENTON
APPROVEDBY D N / U DAB Nd 2.7.14
lUA1Ey U-t 4
APPROVED BY' ✓JI DATE:
APPROVED BY, DATE:
mm
INSIGHT ENGINEERING CO.
P.O. BOX -1478
EVERETT, WA 98206
(425) 303 -9363 (425) 303 -9362 FAX
INFO@INSIGHTENGVMER I7NG.NHI'
SUE ADDRESS XXXX S 192ND ST.
RENTON, WA 98055
TAX ACCOUNT NO.'S 793100015106
PORTTONOFTHENE I /4OFSECDON6, TRIP. 22 N., RGE SE., WIVE
TALBOT & 55THAVEPLAT
OWG FlLENANE DESK�'ED BY: DATE SG1L L. JOB NO
110539-FlNALDWG JRC 11 -05 -2013 1'=30' 18 NO
SHEET
SWl
SEWER AND WATER PLAN Of
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ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
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G. STTRM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS,
EE G M CONSTRUCTION
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EDGE OF PAVEMENT
LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY
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SECTION CORNER NOT FOUND
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STORM DRAIN CATCH BASIN (CB)
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PROFF OF LABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
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CB
PROPOSED WATER
RUC OF
REV. N0. DESCRIPTION INITIALS BATE
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FOUND REBNR /CAP OR I.P. (IRON PIPE) (DATE)
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STORM DRAIN MANHOLE (SDMH)
25
LS THERBUILDING ORECONSTRUCTION PERMITS BY THE CITY OF RENTON
SD
PROPOSED SANITARY SEWER
DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /R
(C)
CALCULATED
OS,
SANITARY SEWER MANHOLE
LIABILITY WATER DISPOION FURTHER, THE CITY
NDOES ACCEPTRANYUOBLIGATION PROPER
(SSMH)
PROPOSED STORM DPAIN4GE
OF RENTON NOTW FOR ME FUNCTIONING AND
(P)
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SANITARY SEWER CLEAN OUT (CO)
PROPERTY UNE
MAINTENANCE OF THE SYSTEM PROVIDED WRING CONSTRUCTION.
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THE CONTRACTOR STALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
(A!)
MEASURED
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-X -X-
EXISTING FENCE UNE
SAFETY DEVICES PROTECTIVE EQUIPMENT AND ANY OTHER NEEDED
pF W'ASyky
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POWER POLE
ACTIONS TO PROJECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
TLA?
TO BE REMOVED
EDGE OF PAVEMENT
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
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GUY POLE
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW
R.O.I%
RIGHT -OF -WAY
CT
- - - - - -
EXISTING CONTOURS
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS
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WATER METER
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DEPARTMENT M4NSPoRTARON SYSTEM DMSON ALL SECTIONS OF THE WSDOT
+T'F•
P.O.Q.
POINT OF BEGINNING
PROPOSED CONTOURS
STANDARD SPECIFIC477ONS I -07 -23 TRAFFIC CONTROL SHILL APPLY.
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WATER VALVE
-� 00.
PRE- IXIS17NC DRAINAGE PATTERN
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BASIS OF BEARINGS IS PLAT OF
TALBOT ESTATES VOL 17211 -3
17 OF RENTON 11927
KING COUNTY CONCRETE MONUMENT AND CASE IN
GRAVEL SHOULDER 39' WEST EA OF TALBOT ROAD
SOUTH AND 50' SOUTH OF CENTERLINE OF 192NO Sr
ELEVATION = 123.70'
TBM
SSMH
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ITV= 162.86 (GTR. CHANNEL EW9
VERTICAL DATUM'
N4VD 88
ENGINEER /CONTACT SURVEYOR
NEW DIGMEDMiG COIFANY
17120 167H AVE P.O. BOX A 9 17420 116TH 8 SE
EVERETT CONTACT WA 98206 CONTACT. WA 9&L58
coNTacr swn/RSH Moolam cONrACr. RoDNEr HAASEN
425 0 963
( ) 33 3
." " - °" (425) 235 -8440
OWNER
M.T. DELt10PIMNT, LUG
11625 RAINER AVE. S.
SEATTLE. WA 98178 -3983
1(1625 AWN HALE !!C
11625 RUINER AVE S.
SEATTLE, WA 98178 -3983
(206) 772 -2308
FAX: (286) 838 -2791
PARCEL A°
SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY
BOUNDARY LINE ADJUSTMENT NO LOSLOO92 RECORDING
NUMBER 20060523900010 BEING A PORTION OF NE 114 OF
THE NE 114 SECTION 06, TOWNSHIP 22 N. RANGE 05 E,
KING COUNTY, W.M.
CITYOFRENTON
APPROVEDBY D N / U DAB Nd 2.7.14
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APPROVED BY' ✓JI DATE:
APPROVED BY, DATE:
mm
INSIGHT ENGINEERING CO.
P.O. BOX -1478
EVERETT, WA 98206
(425) 303 -9363 (425) 303 -9362 FAX
INFO@INSIGHTENGVMER I7NG.NHI'
SUE ADDRESS XXXX S 192ND ST.
RENTON, WA 98055
TAX ACCOUNT NO.'S 793100015106
PORTTONOFTHENE I /4OFSECDON6, TRIP. 22 N., RGE SE., WIVE
TALBOT & 55THAVEPLAT
OWG FlLENANE DESK�'ED BY: DATE SG1L L. JOB NO
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PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE SE, W.M
KING COUNTY, WASHINGTON
1 11
6811 before you dig.
UTI L I TY C O NFL I CT N O T E.
CAUTION.-
THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE
CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING
UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID
ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
1 +00 2 +00
RAOD A PROFILE
HORIZ SCALE. I " -30'
VERT. SCALE: 1' =3'
3 +00
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80.40'L
RIM: 141.00
IE 131.64 (IN)
IE 133.00 (
)
IE 131.54 (0
RIM: 142.84
IE 131.64 (,190
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UTI L I TY C O NFL I CT N O T E.
CAUTION.-
THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE
CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING
UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID
ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
1 +00 2 +00
RAOD A PROFILE
HORIZ SCALE. I " -30'
VERT. SCALE: 1' =3'
3 +00
150
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IE 131.64 (IN)
IE 131.54 (0
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RIM: 128.84
IE 120.94 (IN)
IL* 120.84
#2
STA
30 +8927
RIM:
125.78
IE
17.88 (IN)
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8
111.
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30+8927
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125.78
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STA- 30+00
RIM: 11857
I E .104.86 (IN)
O Mass
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30+00 CONTRACTOR 70 VERIFY LOCATION AND 31 +00 32 +00 33 +00
ELEVATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCWANCES PROFILEALONGSSMMI -4
HORIZ. SCALE 1' =30'
VE .. SCALE. 1• =3'
5- 311602
W- 377602
SCALE: 1" = 30'
30 15 0 30 60
CD. w_-P,7-76d7;t.
m
Mr IgIaAN- S At 9F NPR- Y -T`Ir r31A TC IOW'A r -5119 OR
COLFFESSM T`PE SJCF AS CLOW MEDALLION: M h H 923, MJELLDR
SJPLR C3vERCA 209. ANC 'W IaRCl15 AAC_R W IF E• M-C -ANCAL
JOINT NLT WITH _JGS. 5 -1/4" MAN V}I.VE CPENNG. -AO 2= /2"
HEIST MIN INNS NA ILAAI SIMIIARD HINFAI)S 4' PUM4R
CONNL:IOV CT" Or SEJ.Z_= - TREADS MIT I A STORZ ADAPTOR.
4.13IS• SA I - IHRFAD X S• StORI. AI IArAM WIN 1 18" 5 AIW FSS
STD. C }i1= 1 -1 /<• PEKTACAV CPCRATNG NUT. rR- 1YDRAVT -O
HE PAN ED WIN 'WO COALS 0- ?AN . QI ° tlCnTH -/PRE S- RS'}1M
PNA No 5791553 D -A ACRY_C GLOSS. SAW Y31CW OR
Atli LCUA_ PLVl1R COWNLC OV U FALL HCAII'NA" OR AS
DIRECTED 3" RENTON OR= D ARDVCINT. ME IYDRAV- CXTENSOA TO
BU LSD F REOU RED.
Mh. 12" 10 20" BEgKJ BAJI O
1f�CLRB CR 12' 3FEINC SACS OF
SDEWALK IA IS AD.ACLNT TO
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S'CTCh I FROTH -O FT. VAI `/F NUT FX?NSION
AS R-0J1R -M
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- CONOtLIt U_JOUhG
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1 6 51e DUCT-E
CO ROR P I- CUSS 52 CEMENT _DIED, LENGTH 0 FT
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16• x B• x 4• MI9NUV J 1/2 YARD Or 1 -1/4 %'.ASHED DRAIN ROC(
CONCREIL EEAFIVC V AROVF 800- F ANC, PI AOI Z V I
BLOCK U41I IVDRAV 'CLYCVIWLT= "1W IACONO TOP ANC SDCS 0-
::IAVL.
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YN 3' RA:XI.i
T CN= MAN RUCK At
1'6 i1
6" GOWCFL C >m 6 ` ) L 6' CONCR 1= PAD
CL I r11 I
- YDRAN- LOCA- ON N C.,- OR --L-
PUBLIC WORKS FIRE HYDRANT ASSEMBLY 5m. PLAN - 510.1
DEPARTMENT
4 T
MARCH 2010
(2)FIRE HYDRANTASSEMBLY
W3 NOT TO SCALE
RECESSED
UFT POCKET
I1" - 11 N.G SOCKET HD 2" A.C. 2 -0
SCREW 1 Jr LONG II�(
(BRONZE OR S.S) 1 I
Jr x 2" RAISED PADS •;:_� -
\\ Lai/ 6" CONE .
CLASS 3000 SAND OR
EXPANDABLE
FOAM
124'- WATER TIGHT
t PLUG
2"
45• (1/8) BEND
1 2"
tr
2"
12 I;
14" �VF
CAST IRCN RING AND COVER p�' PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45' (1/8) BEND
1. 6" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" TI/CX, 2' -0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE R NIC AND COVER.
41 PUBLIC WORKS S OR B INCH CLEAN•OUT Sm. PL41I - '1
DEPARYM@T7' FOR SANITARY SEWER MAINS 3EPTE1D3ER 2011
%518 OR 6INCHCLEAN- -OUT
W3 FOR SANITARY SEWER MAINS
NOT TO SCALE
13•.94• P ASTIC MFTFR AM FQIIAI TO DO SLATS FI ASTC,
N.^. RCF SFRIrS MSAG 1124 16 WTH t75' TF CS }11^11 F
RON DIAVCN� PLATE COV =R CQJAL -0 A13 -` h1CS PLASTICS.
NO MSC'EC- 1324 -11 'NT- RUDER LID AND 2' CRILIEC IDLE
-CR TV_r READ PI _C (SCE D- TAIL n -6j
PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M
KING COUNTY. WASHINGTON
a= Ivavllr
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1 60"
SINCLL CHECK YFJ.2 CN 0-IL --1
PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M
KING COUNTY. WASHINGTON
a= Ivavllr
nvw r x.
,IN UNIM =F-vWC iCi T Cr '?I
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SINCLL CHECK YFJ.2 CN 0-IL --1
CORPORATOR SOP %111 BALL VALV°_. FCR3
,O? FRSFFR FOR ' MF7F2: °ORO V3 17) 1511' 44 44q OR
TAPERED 11RCAD f0C). QUICK , N-
VdONAI7 RRASS: I c15NYCC'44, OR MI : 1 R 24]0 D
(3/4' FB'000 -3 -C) OR AY MCDD44D 47G113
30TH NI AN- CUTLET '11TH Q_CK AO NT. PAD_OCK W%GS DV
(1` FB1000 -4 -0) OR AY •ACDCNAW 47O 'O
NS ANII CAL VALVE ANC SINGLE C ICCK VALVE ON OLT__ .
AL_ FTTKOS N111'JU_' J31L
NOTE:
PASSING
AL- MEILi 30XLS INSIAJI
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CAS- IBM =QUAI TO 0 "M -C = CUNDARY. FXPANSON .LINTS MASH RF INSTA117D ON
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Uh RNFATH R13S UV1 =SS TH= RIB SPACVG AI ICAS I-F
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CG
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8 PUB LIC EDITS AM T WATER SERVICE SAD. PLAN - 920.1
NOVEMBER 2008
6" BUILDING SEWER PIPE
WITH 6" SOE CUTLET
1:3:5 MIX
CONCRETE
BLOCKING
x21314 "AND 1 "WATER SERVICE
�'WYNOT TO SCALE
�RROPERTY LINE
Y -O'
FUTURE
BUIIDc 1 SEWER
\
j `6, will
`2 "x 4' STUD NAINNG POST PAINTED
WIN
SURFACE CLEAMWT WON E W1H TIRE WORD "SEWNt' STENCILED
CAST IRON RUNG A COVER IN 3" NIGH BUCK LLTIFAS AMU 46 WINE
(FAST JoROM ROM WORKS °RAPPED AROTHE ME STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO 111E 1(IP OF THE STUD.
SPECIFY "SEWER' ON DD.
SEE SM. PLAIN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SCE SEWER CONECTIONS TO NAN
UNES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - WT IN A NEW SECTION BE SEWER MAN WITH
A NEW LEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONC I TM MAN - GOT N A NEW SECTION OF SEWER MAN WITH
A NEW TEE USING FLEMBUE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAN - CORE - DRILLED WTH A ROMAC SADDLE (OR APPROVED
EQUAL) OR WT IN A NEW LEE USNG RIM COUPLINGS
D. DUCTLE IRON MAIN - CORE - DRILLED WON A NOMAD SADDLE (OR
APPROVED EQUAL)
E MANHOLE CONNECTION - ALL CONFECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CARE- DRILLED.
('60" ALLOWABLE MAX.
/FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE OUTLET TEE
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER I 571D. PLAN - 4051
DEPARTMENT INSTALLATION
(SEWER NOUN TO PROPERTY LINE) JANUARY 2019
66__�STANDARD SIDE SEWER INSTALLATION
W3 NOT TO SCALE
WATE=R MAN -7 I A33 TIONA_ ADJ.;S -MCN IS
%T�RECUIRED, INSTALL 2 2" CLOSE
N PPLE AN- 2 -2" 9C' BE\D. SCREWED
2" Cl CSF NP? F Al HIS P9N1. IF L 1OCA I A� C LU IFH HC% IN
INTc 0 -1 CST RCN ECX N ' ;:VCC
OR N(RI- AREA1.
�-- 7 Cl CSI Nl: -P
2" 9C _30'N
7" So I 3t1'W \\
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21V MIN.
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54" MH
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1 24" MIN,
1 24" I.D.
60" MH
1 60"
1 i� ooh c•o�
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1 42" MIN.
PLASTIC COVER OVER 'NASHEC
GRAVE_. CUT -CLE FOR PIPE
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PLBEIC WORKS 1 2" BLOW -OFF
JEPARTMEKT PERMANENT ASSEMBLY
2 112" NST ( CSC)
AND 2 1/2" FNS _
CAP VAT- GAS <ET
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SAD. PLAN - 940.1
MARCH 2010
x312 "BLOW-OFF PERMANENT ASSEMBLY
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I- W (SEE NOTE 7) - LIMITS OF PIPE ZONE
.,
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES.
1. PROVIDE UNIFORM SUPPORT UNDER BARREL-
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFlLL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD
SPECIFICATIONS OR PEA GRAVEL
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -094 OF THE
STANDARD SPECIFICATIONS
PUBLIC PIPE BEDDING
DEPARTTIIGINT ET7T FOR SANITARY SElNER8 OCTOBER 2012
r7_'�PIPE BEDLIM FOR SAAUARY SEWERS
W3 Nor To SCALE
7'
a
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (Y MIN.)
SEE NOTE 6
MORTAR MOS) (3/8" MN.)
SEE NOTE 5
CONE (ECCENRIIC)
RUBBER CASEERD JOINTS N
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROTED EQUAL
(ADDER- POLTPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST N SHELF.
NOTES
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
PUBLIC WORKS 90. PLAN - 4001
DEPARTMENT STANDARD SANITARY MANHOLE
- -.. SEP3E1®ffit 2031
5- 311603
W- 371603
r4 _�STANDARD SANTTARYMANHOLE
W3 Nor To SCALE
call before you dry.
UTI L/ TT C 0 NFL I CT N O T E.
CAUTION.'
THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5
PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU
CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL
UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN
WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD
ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1
ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN
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48"
6" MIN.
5-MIN
21V MIN.
21"1.D.
54" MH
1 54
1 8" MIN.
5.5" MIN.
1 24" MIN,
1 24" I.D.
60" MH
1 60"
1 8" MIN.
1 6" MIN.
1 42" MIN.
I 30" I.D.
NOTES
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
PUBLIC WORKS 90. PLAN - 4001
DEPARTMENT STANDARD SANITARY MANHOLE
- -.. SEP3E1®ffit 2031
5- 311603
W- 371603
r4 _�STANDARD SANTTARYMANHOLE
W3 Nor To SCALE
call before you dry.
UTI L/ TT C 0 NFL I CT N O T E.
CAUTION.'
THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5
PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU
CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL
UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN
WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD
ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1
ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN
Cb S- 37760V W - 37766 3
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