The URL can be used to link to this page

Home My WebLink AboutR-384506W '0! L ■ 0 rr W J 3 n O.D. ,¢ RnitS f pipe '� / f:PR'!fJiaGtlCttl rrnax. ; a-:naF. i ri.15 0. D. Hain. l inlits of pipe oriarti�ln ,t�G ._........... p I `. > r7 6 fa. C3. rnlr ,.....'iii_- _.,:.....__L gra,?el backfill for gravel I.a kSnll 4--floundatio ns Mien Spee fied fir pipe bedding A. Metal and Concrete Pipe s; eat ;par+ span - max rnrtx F J/ nse rn r,. I limit -sof Piper raave lm�jdill for graselbark.iil :��.,� 9 for pipe axefr3inp/ fo indatka*ts rne,n si lfie S. Pipe- Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction In an embankment. For pipe Construction in a trench. the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. a. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with S maximum shall be O.D. until O.D. equals 3', at which point T shall be used. * T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 4V (see note 41 limit of pipe zorr bedding materiel fur Dsxityk; / �f+f '" • i Ppe:� note 61, m O.D. •f ` j f fcn ndalr ,r i , / '� , /< , ` j � A4. min. 27' I.U. and urxior 6" min., over 21" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: i . Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe. hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching captions. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 1. D. = 18'. 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT-APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6 See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSOOTiAPWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cons., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12"_.._ 43" to 142" .r. span / 3 148" to 199" -48" STD. PLAN "- 220.00 + PUBLIC WORKS PIPE COMPACTION DEPARTMENT RESIGN AND BACKFILL MARCH 2008� i CLEANOUT, TVP. CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING 8 COVER PER IFCO #247 r` r t i _ _ _ _ 1 OR EQUIVALENT :y I CATCH BASIN -AREA DRAIN r i TEE �. / f PROPERTY LINE s , t Ji 45" SEND A I � . J PERMANENT CRP OR CONNECT rE.'T PIPE y PRIVATE: JOINT USE 'UTILITY EASEMENT l r i 45" WYE TEE CROSS, OR 4.,,- WYE AT BENDS _ CLEAN-OUT WI`! _.. _._.._._.. r _.... _ PERMANENTCAP-OUT DETAIL r I a� i �•.T-�-- f -_ CATCH BASIN - AREA DRAIN SECTION A -A ALIGN PIPE TOPEi, OR,,./ PLACE ROOF DRAIN HIGHER. , ,1l^.F( tr..:; i LECT..'R iJNE TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE PLACE CLEANOUT AT 00' MAX. SPAT w, AT ` 1)'BENDS, EACH END 4 5° BEND, 'SECTION B-8 PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED OPE, TRIPLE WALL POLYETHYLENE, OI (IF NEEDED FOR STRENGTH). TYPICAL PRR PRIVATE ROOF DRAIN STD. PLAN - 225.10 PtIBLIC WORKS +' DEPARTMENT 1 COLLECTION SYSTEM 1 1 CROSS SECTION MARCH 208 3 f �\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmoil. com a flI t-% it -Anil I A I I rl+orrrl JU IVI r'", JCC r L/y1N UIN Jr1 I r UF\ I I F L_ I I F L_ I u UI AREA DRAIN) AND THIS SHT FOR SUMP DETAILS 0i esu Iii=W r 1 1 n \ / /'N - - 12" 6" 12 roof dra overf l ow splash block SUMP, SEE PLAN ON SHT C3 FOR TYPE AND THIS SHT FOR DETAIL EQUIP PIPE END WITH FLANGE, SECURE SCREEN OF STANDARD WINDOW SCREEN SIZED 18X16 MESH TO PIPE END WITH REMOVABLE PIPE CLAMP FILTER FABRIC, SEE NOTES THIS DETAILter► 30 24 SECTION A NTS compacted backfill 4" perforated PVC pipe washed rock 1 1/2 -3/4 NOTES: Geotextile filter fabric shall be wrapped entirely around trench drain rock prior to backfilling EXCEPT that a 6 -inch layer of sand below the trench bottom may be used in lieu of a filter fabric liner on the bottom. Filter fabric shall be "Geotextile for Underground Drainage,"low survivability, Class C. ROOF DOWNSPOUT INFILTRATION WITH Q 0 I FRq� OSP � o f WAsy� 0��, 2 37862l 1 t6� �ONAL ��G 5/20/15 NO. OVERFLOW DETAIL PER COR REVIEW DATED 5/14/15 PER COR REVIEW DATED 3/27/15 REVISION DRAIN PIPE WITH TURNED - SCREEN OUTLET TO INFILTF SEE DETAIL THIS SHT VAI EQUIP PIPE END WITH FLANGE OF STANDARD WINDOW SCREEI MESH TO PIPE END WITH REM SLOPE TO DRAIN NDS ROUND POLYOLEFIN GRATE W/ U.V. INHIBITORS SLOPE TO DRAIN MPACTED SOIL S #66 - 6" SEWER & DRAIN ;ER PIPE (LENGTH AS REQUIRED) S #201 SPEE-D BASIN ,AIN PIPE /ERT ELEVATION USHED STONE TECHNICAL SERVICES ' 1-888-825-4716 tech service®ndspro.com 6" NDS ROUND GRATE W SUMP AND CORRUGATED "T" N.T.S. NDS SPEE-D BASIN AREA DRAIN SURVEYED: ESM, LLC Q Z I ..... DESIGNED: LCD y✓ tart T1s Coo a >r LCD 5/20/15 5/20/15 DRAWN: LCD LCD 3/30/15 3/30/15 CHECKED: LCD BY DATE APPR APPROVED: LCD DRAIN PIPE WITH TURNED - SCREEN OUTLET TO INFILTF SEE DETAIL THIS SHT VAI EQUIP PIPE END WITH FLANGE OF STANDARD WINDOW SCREEI MESH TO PIPE END WITH REM SLOPE TO DRAIN NDS ROUND POLYOLEFIN GRATE W/ U.V. INHIBITORS SLOPE TO DRAIN MPACTED SOIL S #66 - 6" SEWER & DRAIN ;ER PIPE (LENGTH AS REQUIRED) S #201 SPEE-D BASIN ,AIN PIPE /ERT ELEVATION USHED STONE TECHNICAL SERVICES ' 1-888-825-4716 tech service®ndspro.com 6" NDS ROUND GRATE W SUMP AND CORRUGATED "T" N.T.S. NDS SPEE-D BASIN AREA DRAIN FILTER -FABRIC WRAP 4" PERFORATED PEA GRAVEL (LARGER THAN PVC PIPE PERFORATIONS) s 6" MINIMUM ` TYP ALL SIDES FOOTING DRAIN SCALE. 1 "=1' SCALE: AS SHOWN 1 ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �► CITY OF RENTON t� Planning/Building/Public Works Dept. i Q Z I ..... ... _ ,_ ...� y✓ tart T1s Coo a >r PIPE ALLOWANCES r t 73 CD BOJ T Cz YNN SLOT - SEE r U'l DETAIL AND NOTE 'f PIPE MATERIAL ItN1DE ' �.� FRAME AND VANED GRATE TeR _ .... M 2 t: r' r1' A4 H'71E REINFORCEDr7R 7. i isi„AIN CONCRF fE D A',. a E I A, f If F }. G ;PsSf r0. S P F, G. 9 05 2(31 ,F, It, WAW t. r`,r( _ {;x 6 n SPEC. i+7`x.121 t qF`R, iF< ,_ 'ST0. SPE..y .. _ `t ` B ' I-OFZRIaLATEG POLYETHYi-ENE SECTION 8 - SIr.*' l SE VER P:PF, _.- JNE "3 EAR HOUP r -OR C" HEI&,J T`N'1 1:3 RAR W)OPS FOR +„r HE t;Hl RECTANGULAR ADJUSTMENT SECTION ea;ty` e��•��1TF y c Lf MOTES As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placedacax)rding to the Standard Specifications}, or wire mesh having a Ptiriimuni area at 0.12 square if chres per foot shall be used with the minimum required rebar shown kl the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in fire i knockouts. 43 €.i,[ EACH CORNER ; z 2. The krtor*out diameter shall not be greater than 20". Knockouts shall t - have a wall thickness of 2" minirriurn to 2.5" rnaximurr. Provide a 1.5" Minimum Leap between the. knockout wail and the outSlrte of the pipe. After the pipe is installed, fill the: gap with joint na.)rtar in accordance ^ Bt f FACtf s t>� r r with standard Specification 9-04.3. '7 1 3. The maximum depth from the finished grade to the lowest pipe invert n ••. .. shall be s BAR EACH `NAY --_-` 4. The frame and grate must be Installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a roundel( floor, and the walls may be skVed at a rate of 1:24 or steeper. 6, rhe opening :shall be measured at the top of the precast. base section. 7. All pickup holes shall be grouted full after the basin has been placed. ^Y � �IIII�I aRr��tli) h PIPE IM1H 7llI1NEfl-oo ELWW AND OUTLET TO WILIRATIDN TRf.NCH. SEE DETAIL TMS SHT. ,3., E;C�f� Est tl J ?.'JkNEF7 L _ 131' MIN '#3 BAR H00t' - • - - EE NOTE ALTERNATIVE PRECAST SASE SECTION •C' _ off, tL_> WITH SUMP l.i._` ��i�IZ1:� CATCH BASIN TYPE I PLAN -�� -__ I I;I"A1 �i1 `I' FILTER -FABRIC WRAP 4" PERFORATED PEA GRAVEL (LARGER THAN PVC PIPE PERFORATIONS) s 6" MINIMUM ` TYP ALL SIDES FOOTING DRAIN SCALE. 1 "=1' SCALE: AS SHOWN 1 ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �► CITY OF RENTON t� Planning/Building/Public Works Dept. i NOTES �. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of holt-down slats varier among different manufacturers. a 'a;a- 1 lir 2. Alternative reinforcing designs are acceptable in T•, lieu of the rib design. Refer to Standard Specification 9-05.15(2) for additional e requirements a For Frame details, see Cit of Renton 391 P £s. C' •Tr .... y sEaTION A. Standard Plan 204.00. ISOMETRIC S'1'1}. PLAN - 204.10 11 T U("EM Cf K:� RECTANGULAR SOLID 1)>,FAR r'v I NT METAL COVER MA Fri 2008 CHECK FOR COMPLIANCE TO CITY STANDARDS DATE: STORM DETAILS 9/1o/14 MAPLEWOOD PARK CLUBHOUSE OOK: PAGE: 3815 NE 4TH ST RENTON WA PAGE: DRAWING NO: RENTON, WASHINGTON C6 MAPLEWOOD PARK LLC SHEET: OF: �o r r C I�• � 3g�5o6 � i � i� �� , � �� x i Q Z I ..... ... _ ,_ ...� y✓ tart T1s Coo CSD r CD --P ' UJe r t 73 CD BOJ T Cz YNN SLOT - SEE r U'l DETAIL AND NOTE 'f W �.� m M 2 t: r' r1' A4 H'71E M i D }. .. `t ` B ' TOP SECTION 8 i NOTES �. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of holt-down slats varier among different manufacturers. a 'a;a- 1 lir 2. Alternative reinforcing designs are acceptable in T•, lieu of the rib design. Refer to Standard Specification 9-05.15(2) for additional e requirements a For Frame details, see Cit of Renton 391 P £s. C' •Tr .... y sEaTION A. Standard Plan 204.00. ISOMETRIC S'1'1}. PLAN - 204.10 11 T U("EM Cf K:� RECTANGULAR SOLID 1)>,FAR r'v I NT METAL COVER MA Fri 2008 CHECK FOR COMPLIANCE TO CITY STANDARDS DATE: STORM DETAILS 9/1o/14 MAPLEWOOD PARK CLUBHOUSE OOK: PAGE: 3815 NE 4TH ST RENTON WA PAGE: DRAWING NO: RENTON, WASHINGTON C6 MAPLEWOOD PARK LLC SHEET: OF: �o r r C I�• � 3g�5o6 � i � i� �� , � �� x b 0 :ZJ � rn p m n i (A Cn Z 17 i f7 ' .:t7 r:n rn r:P f.Jl fU � M Cn D 1-� C z Q 71 � r 4 2 T1s Coo CSD r CD --P ' UJe r t 73 CD 00 C Cn U'l W �.� m M M Cn 0 D b 0 :ZJ � rn p m n i (A Cn Z 17 i f7 ' .:t7 r:n rn r:P f.Jl fU � M Cn D 1-� -t, LJ Q 00 ~ 0 � u CD � 9 M O CSD r CD --P ' UJe MW w O 00 C Cn a C0ca -t, LJ 9 M O O11 a C0ca TI