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Home My WebLink AboutR-384905STORM WATER STANDARD PLAN NOTES r 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. N N 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING "T- MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. CD O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE LO (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND r" MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER Q CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE J CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. Q. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 0 IS IN PROGRESS. = 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 1 CC 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION W EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW m AND APPROVAL PRIOR TO CONSTRUCTION. 2 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS O SHALL NOT BE 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. ui REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. Z 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST --� BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS 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 MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS ficip It WITH THE EXCEPTION OF PVC PIPE. 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 LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 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 ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS 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. 22. DRAINAGE OUTLETS (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: 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, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE 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 INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 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 INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98458 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L, �e goy e • • • 27460 O • e • CONAL �' 10/05/2015 NO. REVISION F,, _ ._'1 . °.I . 111"x24" PLASTIC MEILR {3C?X LQJAL IC) MID-S'A"LS PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER c'CUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH RFADFR IID AND 2" ORII . FD HOLE cptt TOUCHREAD IIT LID (SFF DETAIL A -A) .. - , I NEW DUCTILE IRON WATERMAN OTY I=TE P�PWQ I WSW IIN UNIMNROVED RIGHT OF W. ? I WAY INSIALL METER 13OX All f^ PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. w g . SIDEWALK _T - - TOUCHREAD WATER METER TC BE SUPPIIFD BY THF 2" - z p: CITY �! �- TYPE "K" SOFT 0 COPPER TUBING "1 T SERVICE LINE TO HOUSE IS ' -3/4" OR 1" TO BE INSTAIAlD IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 17VT / PLUG x C.'OMT'R'-_SS''ON COUPLING t- LOOP DOW4 TO CENTERLINE / Or WATER MAIM TO fJ PROVIDE SLACK IN COPPER CQPPERSE TIER FOS, 5 ja'xj/4* M[T ER: FORD SERVICE L'NE TO METER. V01-172 -15W-44-330, OR NAcDONALD BRASS: 21-215WC0033, OR MUC'1_Lf.R: 3/4-8-2470-2 WITH ANCIT RAI_i VAI.VE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORA -ION STOP WITH BALL VALVE_ FORD CPQ PLRSETTER FORT" METER: FORD V81172 -15W -44-44G, OR TAPERED 1HRILAD (CC). OU':CK JOINT McDONALD BRASS: 21-415WCC)044, OR MUELLER: 1-B-2470--2 (3/4" t-13'000-3-0) OR AY MCDONALD 47018 1`30111 INLET AND OUPLUr W1Ili QUIc31c JOINT_ F'AI)l_OCK WINGS 44 (1" F81000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL C T!INGS SHALL BE *111 QUICK JOINT. NO, E : ALL METER BOXLS INSTALLED WITHIN CONCRETE OR PAVLD DRIVEWAYS SHALL BE CASt-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINT'S VUSH B: INSTALLED 04 BOTH SIDES OF METER BOX. A- A DRIH 2" DIA- PO':F FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" WIN. FROM NLARL51 - -- --� AND FRONT EDGE OF PIT LID TYPICAL RIB DOTE: THE CENTER OF THE POLE MUST BE AT LEAST 1" FROM UNDERNEATH RIDS UNLESS THE RIB SPACING ALLOWS THE NUT TG TIGHTEN AGAINST "TIE OPLN SIDE OF MORL 111AN ONE RIB. WORKQ AND 1" WATER SERVICE BTO. PLAN - 520.1 -NOVEMBER 1?009 TOP OF r. ..-.....T.... '. t , CEMENT CONCRETE TRAFFIC CURB AND GUTTER Fr 1. r'A'4 AT SIf3EV.ALK RA 1a F ^J-1 RAN ,c ")p ICF a fa RC)A0,4',lAY I 1 1 DEPRESSED CURB SECTION AT SIDEWALK RA%:13c ' F, t n SILT~ WALK. , I-, 1 ;1��- f''Iirt.tJLUEti � )IrIT rILLEN CEMENT CONCRETE PEDESTRIAN CURB AT �IDE'✓'ALI< f<,'!r` PS A'4111 LANDINGS 1= k .E ilf A'_`.I CF NT I- ORS _tc t F F �; rR" rE: L:tIRE t`t::'°A,lt `,11= SHCE• 1 i / 1 t I �} 1 DEPRESSED CURB SECTION AT RFSt^ENTIAI DRIVFvVAYS ONLY FOR CVk`l FRrIAL VI`UVE.VJAYS SFE STT) PLAN V14 .'. G'JTTE R �,URFA'E ` - 1'R F AC E Ur [A-) �'.8 E12 s'2 1 I 1 ToP OF Pf�A0.;Av 1 � 1 e1� _ CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR r_-0%*AERCIAL.fkN:'' .LLE"S :1 RAI P, 1111 S ":t,H b;Ar :J,: ir:r3 i Iu., .`j+J et d'IS':31 at to' -c1"11.![11 % y,J., I b: dtir.q 2. Nu', xwd ? F rr C'i'C1rH3"ed I.1:1- r lilt Dr rn',vay C..JT1. 8 GdTte .S'."'ii' r see Tv --rd PI sr t'.4 2 STD. PLAN - 101 I_l*HI.Ill WORK -- -CEMENT CONCRETE CURDS [.4I f?, mr-1k':1` t] II ^r,p O 4 Its t lrr ch.t7r SURVEYED: ['OHROETER LAND SL DESK94M. D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY I DATE I AP P R I APPS: SCALE ONE INCH AT FULL MALE IF NOT ONE INCH SCALE ACCORD01GLY I AU NADD11�T.i�/1Yo1 DATUM 9" MIN --- FIMSH GRADE 12' MAX ------- 24-1 MIN 36" WN COVER n I NEW DUCTILE IRON WATERMAN OTY I=TE P�PWQ I WSW IIN UNIMNROVED RIGHT OF W. ? I WAY INSIALL METER 13OX All f^ PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. w g . SIDEWALK _T - - TOUCHREAD WATER METER TC BE SUPPIIFD BY THF 2" - z p: CITY �! �- TYPE "K" SOFT 0 COPPER TUBING "1 T SERVICE LINE TO HOUSE IS ' -3/4" OR 1" TO BE INSTAIAlD IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 17VT / PLUG x C.'OMT'R'-_SS''ON COUPLING t- LOOP DOW4 TO CENTERLINE / Or WATER MAIM TO fJ PROVIDE SLACK IN COPPER CQPPERSE TIER FOS, 5 ja'xj/4* M[T ER: FORD SERVICE L'NE TO METER. V01-172 -15W-44-330, OR NAcDONALD BRASS: 21-215WC0033, OR MUC'1_Lf.R: 3/4-8-2470-2 WITH ANCIT RAI_i VAI.VE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORA -ION STOP WITH BALL VALVE_ FORD CPQ PLRSETTER FORT" METER: FORD V81172 -15W -44-44G, OR TAPERED 1HRILAD (CC). OU':CK JOINT McDONALD BRASS: 21-415WCC)044, OR MUELLER: 1-B-2470--2 (3/4" t-13'000-3-0) OR AY MCDONALD 47018 1`30111 INLET AND OUPLUr W1Ili QUIc31c JOINT_ F'AI)l_OCK WINGS 44 (1" F81000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL C T!INGS SHALL BE *111 QUICK JOINT. NO, E : ALL METER BOXLS INSTALLED WITHIN CONCRETE OR PAVLD DRIVEWAYS SHALL BE CASt-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINT'S VUSH B: INSTALLED 04 BOTH SIDES OF METER BOX. A- A DRIH 2" DIA- PO':F FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" WIN. FROM NLARL51 - -- --� AND FRONT EDGE OF PIT LID TYPICAL RIB DOTE: THE CENTER OF THE POLE MUST BE AT LEAST 1" FROM UNDERNEATH RIDS UNLESS THE RIB SPACING ALLOWS THE NUT TG TIGHTEN AGAINST "TIE OPLN SIDE OF MORL 111AN ONE RIB. WORKQ AND 1" WATER SERVICE BTO. PLAN - 520.1 -NOVEMBER 1?009 TOP OF r. ..-.....T.... '. t , CEMENT CONCRETE TRAFFIC CURB AND GUTTER Fr 1. r'A'4 AT SIf3EV.ALK RA 1a F ^J-1 RAN ,c ")p ICF a fa RC)A0,4',lAY I 1 1 DEPRESSED CURB SECTION AT SIDEWALK RA%:13c ' F, t n SILT~ WALK. , I-, 1 ;1��- f''Iirt.tJLUEti � )IrIT rILLEN CEMENT CONCRETE PEDESTRIAN CURB AT �IDE'✓'ALI< f<,'!r` PS A'4111 LANDINGS 1= k .E ilf A'_`.I CF NT I- ORS _tc t F F �; rR" rE: L:tIRE t`t::'°A,lt `,11= SHCE• 1 i / 1 t I �} 1 DEPRESSED CURB SECTION AT RFSt^ENTIAI DRIVFvVAYS ONLY FOR CVk`l FRrIAL VI`UVE.VJAYS SFE STT) PLAN V14 .'. G'JTTE R �,URFA'E ` - 1'R F AC E Ur [A-) �'.8 E12 s'2 1 I 1 ToP OF Pf�A0.;Av 1 � 1 e1� _ CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR r_-0%*AERCIAL.fkN:'' .LLE"S :1 RAI P, 1111 S ":t,H b;Ar :J,: ir:r3 i Iu., .`j+J et d'IS':31 at to' -c1"11.![11 % y,J., I b: dtir.q 2. Nu', xwd ? F rr C'i'C1rH3"ed I.1:1- r lilt Dr rn',vay C..JT1. 8 GdTte .S'."'ii' r see Tv --rd PI sr t'.4 2 STD. PLAN - 101 I_l*HI.Ill WORK -- -CEMENT CONCRETE CURDS [.4I f?, mr-1k':1` t] II ^r,p O 4 Its t lrr ch.t7r SURVEYED: ['OHROETER LAND SL DESK94M. D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY I DATE I AP P R I APPS: SCALE ONE INCH AT FULL MALE IF NOT ONE INCH SCALE ACCORD01GLY I AU NADD11�T.i�/1Yo1 DATUM X Y ` 42" MAX ------- 24-1 MIN n 2-1/2" I112'T' STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF �iF=.t�UIRE.I). PIPE_ CAP 2" GALVANIZED ST} EL F'IPF 8'-6' 2' MIN CLEARANCE FROM FACE OF _ CURB. 10' MIN CLEARANCE IF NO CURB. err ------r CEMENT •. 1-1 /2' CONCRETE " CI ASS A' - 3' 5/8th . 112 , MINUS CRUSHED ROCK GROUND MOUNTED STREET NAME SIGNS ADOPTED crrlr or RxmTox } STANDARD PIANS ` LST RATS. 04/04 CAT= REVISION8Y Pit dD DWG. NAME: G013 SP PAGE: 1301 3 X Y ` n FRAME AND VANED GRATE CLEAN SURFACE AND BOT -TOM AREA E PROVIDF. UNIPORFA COW AC t THE SURFACE AREA Cf THE BASE SECT10 4 MUST [ -- BF rROIJTFD TO THF. BOTTOM AREA OF THE J AD.IVSIMF..NT SECTION. i ADJUSTMENT SECT10N I t SASE SECTION SEE NOTE 4 r" '- NOTES 1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS SEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3, 2- SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 'A2 BOND. R m 384905 �NNTa STD. FILM -- 202.00 'Ass& PUBLIC WORKS CATCH BASIN INSTALLATION + I)EPARTMEN'T 'MARCII 2008 CITY OF RENTON Planning/Building/Public Works Dept. KLINE/STROMBERG SHORT PLAT DOUGLAS L. KLINE DETAILS &NOTES 1401 & 1409 ABERDEEN AVENUE NE Cp,, re - I 0 0 4-1 w 0 v v v 0 0 0 5�� m m m m 10/05/2015 DNAMNc W. 5 6:10 DETAILS