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LADDIE R OR ZTEPf ROUND SOLID COVER
(SEE NOTE 4). FRAW
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"OTES:
COYE>R ELLVAT10N PER tIIW
1. PIPE Itl m AHD SLOPES: "M PLANS.
2. OUTLET 'JiPAC(TYI MOT LESS it" OOM= SUM
1
3. METAL PAM- CORROSION RESISTANT. WILVANRM
PIPE PARTS TO HAVE ASPKAILT TREATMENT 1.
4. FRA. ANE& LADDER OR STEPS OFFSET SO
IIJN
CLE/WOUT OATS IS VWBLE FROM TOP.
PWADED�
.
••
IIi. CUMB-OOWN SPACE 13 CLEAR OF RISER AM
011.
• .•
CLEANOUT DATE
PLANS
'►
i
. ` ♦
C. FRAME IS CLEAR OF CURL L
L
Z. iF METAL CUTLET PIPE CONNECTS TO CEMENT CONCRETE
w S.
PIPU OULET PIPE TO HAVE SMOOTH OA. EQUAL TO
•
CONCRETE PIPE L& LESS 1/O.
RI. MULTI --ORIFICE ELBOWS MAY BE LOCATED AS SNOMfl# OR
•
STANDARD GALVANt2ED
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
STEEL tADDER/STEPS
CLFIIRANCE.
SEE DI 3.4.4
Tx -Ow
•'
-
'•
t AL NOTES
DOLTED OR WBEDOED
JOINTS DUMMY JOiHTS SHALL BE PLACED N07 TO EXCEED 15 C/C NOR LESS THAN 10' C/G
2. N WALL A7 WIL
9' Of WAiO AT
THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE OF THE SAME
D(MENTiONS AS THE CURB AND CUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4-
01 ft3PPORT
INTO CUTTER SECTION.
•'
'•
/L' THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT WEASUREMENT,
CLEANOUT DATE: SHEAR CATS
AT POINTS OF TANCENCY ON SALLEYS AND DRIVEWAY RETURNS ALL JOINTS
TREET=,
SEE DW0. N0. 3 4.3
SHALL BE CLEAN AND IN THE GUTTER SECTIOM THEY SHALL BE EDGED.
INLET PIPE
S-1 /Z' -
OR PIPES
SEE
�T
NOTi S
a*
`I
MIERT ELEV.
. `e:
CEUE'4T CONCRETE
PER PLAN
:.
CLAM B (3/4)
INVERT EIfY.
. �� • ' � . a• �..:
s
PER PLANS
•
• .
18,
CONCRETE: CONCRETE SHALL BE CLASS, B (3/4' AIR ENTRAINED PORTLAND CEMENT CONCRETE
FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS.
,
RCnIWTOR PLATE WITH
FORMS SHALL BE TRUE To AND GRADE AND SECURELY RADIUS
ACEFORM.
RI
ORIFICE AS SPEOFIM. NOT
ON UPPER FACE OF CURB MEAT BE FORMED BY EDGER OR BUILINE
A T INTO F
NEEDED IF ONLY FOR
•
•
1' RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM.
POLLuTTON CONTROL
GrAr,-
Z-ir�
rf i 400- i»r
N.1 •� -
15
Ioo1�Z
OF v��Tlc4-�- rc�c���E'c �--E Noez . I"=z�' ,v�>~t I"_�'
NOTE CRO66IN6 INVERT inlFo ON 1?U4N V1GW 71/f'IGRC-
11'f�1 etl1 C4l.� 1__) 5 �\ 11, m
I !� I O�1 Y 1DF-W D
.
SLAP � � OV l i� D Y ` MP,,.D � 1 L NW1 � -A�5OG .� a.rr �,� ,?�� �.ru.�.4r+
f iLT ER FABRIC - / �. �'• . % iB• rI STORX WATER DRAINAGE NOTES
ON 2'z2' 14 GA. DOLL/ ��:.i .I. ";-� R AN CONSTRUCTION OR llEVEL01'M}rNT ACTIVITY I GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE
WIRE FABRIC , • F' H ••., - 1 . BEFORE 'Y
8' G,• " / I 1 ` OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT.
3/4' WASHED ROCK -7 G BLOW WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, TREATMENT.', *1 OR BETTER INSIDE AOUTSIDE.
DESIGN ENGINEER. 11. STRUCTURES SHALL NOT BE PEFMITTEDWITHIN 10 FEET OF
NEWLY GRADqi
o : s ''» : Lu TOP VIEW 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15
DISTURBED S' � -'""' LATEST EDITION OF "STANDARD SPECIFICATIONS FOR FEET FROM THE TOP OF ANY CHANNEL BANK.
js-r•Q Fri AS ct ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET.
ft o w •. AF G ts� `'%• �' ,'' BY W . S . D . O . T . , AND THE AMER I CAN PUBLIC WORKS BELOW PAVEMENT LEVEL.
I \, phi...... r �'�� r s,,� .iBl7j>4 ASSOCIATION (APWA) , AS ADOPTED BY THE CITY OF 13. OPEN CUT ROAD CROSSINGS TFYU EXISTING PUBLIC
i S10 ` .0RE.\TON D£PARTME.AT OF PUBLIC WORKS. RIGHT-OF-WAY WILL N01' BE ALL()WED UNLESS SPEC IFIC--
t �' l'vror`i or 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ALLY APPROVED SY CITY OF RE.\TON DEPART'�YT OF
1 ,\0 cor< �cr< ACC ORDING IT) TILE APPROVED PLANS Will CH ARE ON FILE IN PUBLIC WORKS, DESIGN ENGINEER.
THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES,
Li FROM THE APPROVED PLANS WILL REQUIRE WRITTEN WHERE: REQUIRED, SHALL. BE OF SOUND QUARRY ROCK
4TCm r S"quro APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE
- Sa"S41
SECTION PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING:
UTILITY. 2--4" ROCK/30%-40% PASSING: AND 2" ROCK/10-20%
4 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB PASSING.
2x4 OR EQUAL USE STAPLES SITE WHENEVER CONSTRUCTION IS L'N PROGRESS. 15. ALL BUILDING DOWN SPOUTS AND FOOTING DRAINS SHALL
5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED n"Q BE C(ECTED TO THE STORM DRAINAGE SYSM-M, UNLESS
POST, 4 O.C. OR WIRE RINGS SIDE VIEW BY CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. APPROVED BY TIE DEPARTMENTOF PUBLIC WORKS, DESIGN
REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE. ENGINEER OR S117RM WATER UTILITY. AN ACCURATELYit I� TEMPORARY SEDIMENT T%��QP PLANS DIMENSIONED CERTIFIED AS BUILT DRAWING OF THIS
I 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN DRAINAGE SYSTEM WILL BF. Sl,'BMITTE7 1O THE CITY OF
I I OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUC- RENTON UPON COMPLETION.
FOR CATCH BASIN
II _ TION, AND THEY !'LUST BE SATISFACTORILY MAINTAINED 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY
Z
II
UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL THE CITY OF RE\TON DOES NOT RELIEVE THE OWNER OF THE
If it FOR ON -SITE EROSION HAS PASSED. CONTINUING LEGALOBLIGATION AND/OR LIABILITY
II II II 7. ALL RETENTION/DETENTION FACILITIES MUST RE CON:NECTIM WITH STORM SURFACE WATER DISPOSITION.
INSTALLED AND IN OPERATION PRIOR TO OR IN FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY
CONJUNCTION WITH ALL'CONSTRUCTION ACTIVITY UNLESS OBLIGATION FOR TILE PROPER FL., CTTONING AND OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC MAINTENANCE OF THE SYSTEM PROVIDED DURING
11 II'- a WORKS. STORM WATER UTILITY. CONSTRUCTION.
BURY BOTTOM OF FABRIC
MATERIAL IN 8'x12' TRENCH �•>`�TTzI�Tt°RJ7 t`°R' A'`pPi-i��D�' O� ho►JL'j 8. GRASS SEED MAY BE APPLIED BYHYIJROSl�DING. THE 17. TINE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
fp(L Atu� TO OCT?4•IT10k7N4K'7• war ALLD"1ED GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE
FRONT VIEW FOR Uhl= Ii4 Ttc�°vJAtiYh,cRIV1►WAlY7,?`AAV4Ny tr • APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A EQUIPMENT, FLAGGM- S, AND ANY OTHER NEEDED ACTIONS
M wHt:¢R_ vENIW R '-0A017 LANDSCAPE ARCHITECT AND APPROVED BY THE DEPART. OF TO PROTECT THE, LIFE, HEALTH, A!W, SAFETY OF THE
SlLTr1TiON CONTROLPUBLIC WORKS, STORM WATER UTILITY. PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
9. ALL PIPE AND ACCURATENESS SHALL BE LAID ON A THE PERFORMANCE OF WORK COVERED BY THE CONTRACT.
PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
FENCE >?kkdit'1i1V£ SeLLhRD SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHING- INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN
RI:C It�g '% FrA►gE L�ILInIy UP TON STANDARD SPECIFICATION FOR ROAD AND BRIDGE APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC
ax hp _ _ (K�wcED "Dah'^I") CONSTRUCTION. THIS SHALL INCLUDE NECESSARY ENGINEERING DIVISION' OF THE DEPARTMENT OF PUBLIC
Y5wxX-�+D \ / t'tF% ut�y� LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE WORKS. ALL SECTIONS OF THE W.S.D.O.T.. STAINDARD
1. APPROVED FILTER FABRICS: NIRAPI 100X, TYPAR 3401,EFOUNDATION MATERIAL AS WELL AS PLACEMENT AND - SPECIFICATIONS 1--07-23, .TRAFFIC CONTROL SHALL -
STABILENKA too. SUBMIT DESIGN SPECIFICATIONS FOR APPROVAL OF i?ETE>mflN T'hN1K COMPACTION OF THE REQUIRED BEDDING MATERIAL TO APPLY.
ANY OTHER FAB91C. 3aimp PeR G" U\IFOR14 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE
2. ATTACH FILTER FABRIC IN A MANNER THAT WILL NOT CAUSE HOLES - WILLBE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING PROJECT-LOCATI(M IS WITHIN THE AQUIFER PROTECTION
OR TEARS. BURY TOE OF FILTER FABRIC IN A TRENCH 17• DEEP X S•
WZOc (HIM), As SHOWN. BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", ��-
VI✓:W WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH 19. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE.
I. PROVIDE A DIKE THAT CAUSES WATER to FLOW THROUGH THE
FILTER FABRIC. TIE DIKE TO FENCE IN A MANNER TO PREVENT BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR IT IS THE CONTRACTORS RESPONSIBILITY To LOCAT AND
WASHOUTS. DIKE SHALL BE MADE WITH SUITABLE FILL, AS SHOWN. - $GqL� VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
PAVEMENT AND STRUCTURAL FILL AND 90°� OTHERWISE PER
151�hNDr,AD LCOC(KL'1 ASTW D-1557-70. PEA GRAVEL BEDDING SHALL BE 6"
M-H•FRr.MG 44-cvmg A1i76,ALD*XDTt(PE 7- G5 OVER AND UNTIER P.V.C. PIPE. CALL 1-800-424-5555 BEFORE YOU 111113I
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PLAN MSTIL)G DP,Vr_WAY t tl�EraAa.IcE V ,L� �NN•t . Cpz� P.O. BOX 2332 REDMOND VA 98073 (206) 885-0102
RAMPOQ SITcAC�.L55 kS.
ROAD. L� S.°
t-T�y'• =2 CITY OF RENTON
E i. USEX 10 Co QOARIN BALLS OR C.RIlSiJED ROCK FCQ SuRFAGI.iG ' �' a
AS 3I-10'ril�l. ►EMT _-RIAL. WLTIJ-PIIJE5- I5 NC7r ACCtF A15LE. :� e= f _: DEPARTMENT OF PUBLIC WORKS
7- 7WF_-50:MIWIMUM LENJGL.i_ TLi 'L1A5E LEIUGTUEmF_D AS I /-
IJECESSAR`( TO IAISUR[ MATER(AL,s niorTUACIo=D INTO TUE ��F•.FC/sT a�:',,` F-OA0.-�- Oi�!�D'AI N AOe
PLj5LIG 121614T--OF-WAY.s0Nhl N�
_ RECOMMENDED
CQ��G�l Ot�I r✓ %i FOR APPROVAL
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