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■ _ CATCH HAS 1NFRAME AND VANEDGRATE (DETAIL 2D4A0) CITY OF RENTON DRAINAGE NOTES C0P#1 2/23/2018
W ® PIPE ALLOWANCES
HPN°HOLD 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
PIPE MATERIAL NIMiIL1EN RECTANULNRRDJUSTM ENTSECIDN 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN
FRAME AND VANED DRAT! OIMIfAlR ORCIRCUTAR ADJUSIMENTSECTION
0 REINFCof GRCUT,TYPICAL(SEENOTE5) FRAME AND VANED ORATE THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
I PWINCONCRETONCRET 2E FIATaLABTOP 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE THE LATEST EDITION OF THE
O ALL METAL PIPE W
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN
farm. SPEC. ti_ 2) 12• g e PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE
s MDRTAR (TYP.) (STDSOLIDwALSPEC. M.
FNG.12(1]) SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR
15• a
OR IT
PROFILE WALLPJC 15. 2 SEE NOTE A VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE
(STD. SPEC. 9Q5.12(2)) CITY.
\\llll ♦ CORRUGATED POLYE -Pr ENE CLEAN SURFACE AND BOTTOM AREA.
W STORM SEWER PIPE - PROVIDE UNIFORM CONTACT.
"°°° THE SURFACETED OFTHE BASE IOMAR AITHT 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
BE ORWTEDTOTHE BOTTOM AREA OFTHE
' _ aoJUSTMENTSEC ION. ADJUSTMENT SECTION
ME BAR HOOPFOR SFOR'HEIGHT?HEIG CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.) THE SURFACE WATER
TWO R3 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION -Lo DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY.
ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS
A MORTAR FILE w f 1aEamxGsmD P4 DEPARTMENT, SURFACE WATER UTILITY SECTION.
NOTES ' " . " PRIMIN-M.'10 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
1. saccep bile alternatives
1ter adstothaccorde'IngershownIntheto the Standard SpePRECAST
CA'Aa T,SE °• 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND
T, wire mesh having a minimum area of 0.12 square inches par foot shall SEPARATE BASE INTEGRALBASE NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
S CAST -PLACE PRECAST WITH RISER
& PRECAusedST
TBASE the minimum N. Wineuired eshsbar hownintheALTdinthe ALTERNATIVE pBING 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
PRECA8T BASE SECTION. Wire mesh shall not be placed in the
t3 SAR EACH CORNER knockouts.
INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
I 2. he k.weliu°conetaofTmall nimumto ism mum P� a°5 = 8 FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE
PPE ZDNEB®DMG
pickupholes
minimum gap between the knockout wall and the outside of the pipe.
^
V ,
After the pipe Is Installed, fill the gap with joint mortar In accordance
0 SAR EACH SIDE with Standard Specification 9-04.3.
SEPARATE BASE
PRECAST
T
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5.
Z0
BAR EACH WAY Z. 4. The Name and grate must be installed with the flange down.
O
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the Walls may
be sloped at a Data of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7 All shall be routed full after the basin has been laced
CATCH BASIN DIMENSIONSXI
CATCH
0WSASIN
WALL
THICKNESS
BASEOCHOU
THICKNESS
MAMUM
K SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASEREINFORCINGSTEEL
ir�1R IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
4W
4'
S•
SS"
e"
023
a.15
54•
4V
5"
4T
e"
0.19
0.19
5T
6"
5"
W
6"
am
0.25
7T
P
S"
5a"
1T
am
a.24
1T
TT
17
am
a.28
pB.
B"
1T
89"
1T
am
0.28
BASE SECTION CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER
DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS
NOTES ARE NOTED ON THE PLANS. ANY D�EIW�ATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, THE ENGINEER TO GROUT W PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3 D UNTIL PERMISSION THEREAFTER IS GIVEN BY 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAVER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. FOR REVIEW AND APPROVAL
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 1/ BOND.
g p 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
6 GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT
Q
8. All grade rings and Castings shall be set In mortar In accordance with
Standard Specification 9-04.3.
NOTES
1. No steps am required when height is N or less.
�^
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
v,
a3 BAR EACH CORNER
IW MIN.
3. The rectangular frame and grate must be installed With the flange down.
W
The frame may be cast into the adjustment section.
a. Knockouts shall have a Well thickness of T minimum to 2.5" maximum. Provide
N BAR HCOP
a 1.5' minimum gap between the knockout wall and the outside of the pipe. After
Ste pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR PROCTOR.
MAXIMUM PERCEN
SPECIFICATIONg2pDRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE4,OfDPSI AT7DAY PER APWA STANDARD 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
8. PICK f LIFTING HOLES ARE TOBEGROUTED WATER TIGHT SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS
PASSED.
5. All grade rings, risers, and Castings shall be set in mortar in accordance with pQCanpnet PdyalhyleneSlamSewerPlpa(Sttl.Spec.s.csm) 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
Li SEE NOTE I Standard Specification 9-04.3. (J(s10.s
ALTERNATIVE PRECAST BASE SECTION pec.e-05.1z(1)) CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
OO (sin. spec en5.tz(z))
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT
PUBLIC WORKS CATCH BASIN TYPE '1 STD. PLAN - 200.00 � STD. PLAN - 201.00 DEPARTMENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
PUB
DEPARTMENT MARCH 2O08 �J DEPLARIC WORKS CATCH BASIN TYPE 2 MARCH 2O08 TMENT LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF
NTS N MARCH zoos NTS NITS REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
R TD PLAN 2 1. - B TYPE 2 2 COR STD PLAN 202.00 - CB INSTALLATION UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
3
COR STD PLAN 200.00 CB TYPE 1 CO S O OO C 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING ALL DRAINAGE STRUCTURES
ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
29114. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
's
L
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WRH MAXIMUM INSIDIE DMkaTER
BASIN
DMMUER
CONOtETE
ALL
METAL
OP`9SP
1Q
SODD
WALL
PVCQ
PROFILE
WALL
PVD OO
1.
2••
So.
20'
ZT
9a'
1.
sot•
se•
sin
zr
sa,
W"
9S'
4T
3r
Se"
47
1.
Q.
54•
4T
3V
4B•
64'
S1'
fie'
S4'
36'
48'
SB'
8a'
T2'
Sot'
38"
4B'
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND
MUST MEET THE FOLLOWING SPECIFICATIONS:
8 WEBS 4 - 8 INCH ROCK / 40 - 70% PASSING;
1 /2" THICK 2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
PROVIDE THREE 1" 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
DIA. LIFT HOLES APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED
/ AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
CENTER FROM
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
SPACED AT 120 INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
"DEGREES (TYP) FOLLOWING:
I. This frame Is designed to accommodate 20" x 24" grates or
TOP NOTES LJ 2RAISED LETTERS 1 7/8" (TYP) A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL
covers SEE NOTE 1 0 0 0 0 FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR
2. Provide two holes in the fame that are vertically aligned With o p B SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL
za1M• he grabs 1 Cover NC -Tall. Tap dCapschole toaccept v HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
Locata 5/W'- 11 NC x T alien head cap screw.
manufanof urem. dawn holes varies among different O o 0 o O APPROVED OUTFALL LOCATION.
B manufacWrere.
/� o ] o n o o B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR
3.Rmefqu1e Standard Specification 9-05.15(2)tor additional A o o o o A "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
FOUNDRY NAME C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE
SECTION O DRAN._7n WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE
ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH
o n o o o o INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT
�J CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE,
RECESSEDAU-EN TELEVISION).
0 0 0
HEAD CAPSCREW
N 1N" w-11Nc.T ono o n o n E 0 n F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STORM DRAINAGE
y aaA o oL IPIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO
ISOMETRIC VIEW o o o` DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
s NON-SKID 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE
INTEGRAL DRILL & TAP: ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE
PATTERN TO ` " _ 11 C CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
BE CAST ON 120 DEGREES 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
21R. SECTION TOP F (TYP. 3PL.) RING PLAN 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
COVER CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY
DETAIL O BOLT -DOWN DETAIL
OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
IT COVER PLAN DURING CONSTRUCTION.
COR STD PLAN 204.00 -RECTANGULAR FRAME 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
26 3/8" INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT,
1 ° TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL
25 1 /4" SHALL APPLY.
° . 3/8" 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE
p`i f 2" SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
., 0,MWA
611
DRAINAGE NOTES
--V 1 1 /4 23 3/4" 5»
. 25"
1. PIPE MATERIAL SHALL BE:
;,, � � 33 3/4"
SECTION N A -A 1.1. DUCTILE IRON (USE IF COVER IS BELOW 2-FT) (MIN 1-FT COVER)
NOTES,SECT 0 N B - B 1.2. SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2-FT COVER)
T' �WM .0.1T1 * T� xlrsm�ti�iTg? COVER NOTES: 1.3. POLYVINYL CHLORIDE PIPE PVC MIN 3-FT COVER
����r�e��J RING NOTES: (PVC) ( )
t 1• USE WITH THREE LOCKING BOLTS 5/8"-11 NC
�fe+art
I'irmertf r STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) 1• DRILL AND TAP THREE 5/8"-11 NC HOLES
BOLTS, 2» LONG. DRILL HOLES SPACED 120°, TO THROUGH RING AT 120e.
i�gMl�f
MATCH HOLES IN RING. 2. RING MATERIAL IS GREY IRON, ASTM A-48 CLASS 30.
2. COVER MATERIAL IS DUCTILE IRON ASTM A536 GRADE 3. SHALL CONFORM TO SEC. 9-05.15 OF THE
80-55-06. STANDARD SPECIFICATIONS, AS MODIFIED
3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD HEREIN.
SPECIFICATIONS, AS MODIFIED HEREIN. 4. APPROXIMATE WEIGHT OF RING IS
t 4. APPROXIMATE WEIGHT OF COVER IS 215 LBS.
150 LBS. 5. RATING - H2O. _ Q
5. RATING - H2O. �aJ
RIFp4i1d;?it+R `
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NOTE:
FOR ON -SITE USE ONLY
o sT,S pLAti' Imo: ro
RECMTANGULAR ETAL COVENTS R LID
NTS
COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER 9 J. 24" BOLT -LOCKING MANHOLE RING & COVER
A) OY WASyt `q SURVEYED: SCALE: DATE:
1932 First Ave ti , �c I HORIZONTAL: ONTA�L: NAD 198 /199, FIRE STATION 15 4/30/2019
Suite 201 Call 3 Working Days �� �, � DESIGNED:
1 =20U'R
CITY OF
Before You DIG! -1404 N 30TH STREET FIELDBOOK:
Seattle, WA 98101 RENTON PAGE:
p. 206.725.1211 4Q DRAWN:
0 30766 �� �� SMN ONE INCH RENTON WA 98056
f. 206.973,5344 �� dot, �c�sTER ti CHECKED: DATUM � DRAWING N0:
�sSIONAL���� IFAT FULL
NOTONECINCH Planning/Building/Public Works Dept. �,3e01
engineering pIIc www.lpdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE NOTES AND DETAILS
SHEET: 8
OF, 18
BOLT -DOWN HOLE C" )
-6W_11 NOSEE
DETAIL A NOTE 2
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