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HomeMy WebLinkAboutR-386802100 100 I 1 W I— J n I- rr O 2 Q 75 W W VJ —EX. SEWER MAIN — — PROPERTY LINE _SPOOL (LENGTH AS NEEDED) ' I o 3'-0" 6" SEWER STUBE � FLTURE 4" SIDE SEWER 2"■ 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 5" CAP WHITE WITH THE WORD "SEWER" STENCILED I IN 3" HIGH BLACK LETTERS AND #6 WIRE Z WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TCP OF THE STUD. COUPLING (TYP.) a I i 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER _ ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), i (SEE STD. PLAN 403.1 FOR INSTALLATION) _____ FT --- _-_--_---_ -T L J , -- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB _ BEND AS J & PLUG (OR APPROVED EQUAL) RECUIRED EXISTING SANITARY _ SEWER MAIN `2 p7 MIN. SLOPE 1 \� `FUTURE 4" SIDE SEWER 1} -6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEVER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT W A NEW PVC -TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS CR CORE -DRILLED WI'H A ROMAC SADDLE (OR APPROVED EQUAL;. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX /ph OJ'( �aG NCRE BOLOCK NG 7 �P� 1`' � M,\� 2% MIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BE N 5' AVD 4 ' TYPICAL SIDE SEWER 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. STANDARD SIDE SEWER STD. PLAN -406.1 • PUBLIC WORKS ` DEPARTMENT INSTALLATION 4ONT (SEWER MAIN TO PROPERTY LINE) URECESSED LIFT POCKET USEDVIER 1/4" 12—I/2" 1' 2-1/4" 14" 12-3/4" I� 1 �I 12—I CAST IRON RING AND Not to Scale FRAME DR DABLE NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPRCVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2' 0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. �� " APPROVED: STD. PLAN -403.1 •�• PUBLIC WORKS 8 OR 6 CLEANOUT "` DEPARTMENT FOR SANITARY SEWER MAIN NkWn naxc u "" D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0 IF EXISTING SEWER STUB IS NOT PVC, THEN A NEW PVC SEWER STUB OR PVC LINING WILL BE REQUIRED, DEPENDING UPON THE CONDITIONS IDENTIFIED BY CCTV SHOULD BE PROVIDED INSTALL NEW 1" WATER SERVICE, WD#90 INSTALL NEW 6" SEWER SERVICE PER DETAIL LEFT —�- EX. 12" WM EX. S.S. MAIN EX. SEWER SERVIC — — FOR LOT 1 SE 2nd PLACE Cn 2'x29' CRUSHED EX. WATER SERVICE I AO ROCK STRIP W/14.5' FOR LOT 1 VEGETATED FLOW PATH D I c FT1 C fTl C J F7 150' A I Cn Cn I 1 1 1 1 1 1 � 1 � \ 1CD 30' to � 1 1 o 1 1 0 1 1 rrl m 1 o 1 o ' 1 � 1 r 1 1 1 1 1 1 0 ' - Mai Flow Control BMPs Evaluation Table 2009 KCSWDM App C Description Area for Allowable BMPs A Imp. A (SF) C.1.3 Flow Control BMPs Lot Area (SF) (SF) (55%) C.1.3.1 Small Lot BMPs A <22,000SF Para 3. BMPs for 10% of A A<11,000SF 2 10647 1065 5856 BMPs for 20% of A A>11,000 SF 1 15263 3053 8395 Prop. Total BMP Roof A Trench Credit BMP Rate (SF) Length (FT) Provided (SF) Basic Dispersion C.2.4.4 Gravel Filled Trench 700SF/10'Trench 1 2463 35.2 2463 Basic Dispersion Gravel Filled Trench 2* 2362 17.2 1200 Driveway stri p Veg. strip width (FT) Basic Dispersion Sheet Flow 10' of veg (Crushed Rock Strip at strip/20' of Imp. C.2.4.5 Driveway edge) Surface width 1 29 14.5 847 Total Mitigated A 1 3310 * Y2 of Roof A to Gravel Trench 2 1200 WASNO��� 5 4 27460�STE O 1 �Fss ONAL��'��\ 02/21/2018 NO. AS —BUILT REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CLIENT REVISED PER CITY COMMENTS CD cn co n D DRAINAGE EASEMENT i 173.38' 14.5' I I SHEET FLOW 814 S.F. z O o N W o °' uT m SIDE SEWER PERMIT REQUIRED WITH EACH SINGLE FAMILY BUILDING PERMIT Y 80.03'�/M� rr1 (� O � II D JG _P_ . N (nl 0 Cn o, O,•r----- ....... ...... �......... .. 10' 12.5' -�r nF DISPERSION TRENCH EGETATED FLOW PATH ATE 2463 SF OF ROOF 0 A .J _ �7-9 70% MIN SD " N I I 199.07' EX. TREE TO BE ,SAVED AND PROTECTED VC) �1 �vc) NO DURING CONSTRUCTION 0 NOTE: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN A SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCE AROUND THE DRIP LINE OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES", OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR PROTECTED TREES. STORM PIPE PVC SHALL BE SDR-35 PVC AT SLOPE=2.00% MINIMUM (TYPICAL) UNLESS OTHERWISE STATED. DLO 02/21 / 18 SURVEYED: DLO 8/10/17 HANSEN SURVEYING DESIGNED: DLO 6/28/ 17 D.L. OFFE, P.E. DLO 8/16/16 DRAWN: DLO 8/18/15 CHECKED: BY DATE AP P R APPROVED 7.5' ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. 0 NOTES: OA TO BE INSTALLED AS PART OF INDIVIDUAL BUILDING PERMIT OB 10' PERFORATED PIPE CONNECTION PER CITY STD. FIGURE C.2.11.A TO BE INSTALLED AS PART OF INDIVIDUAL BUILDING PERMIT � 4" PVC SD ©S= (TYPICAL) w I� I� "E) INV=4bb..55(1 2"S) RIM=475.59 INV=465.69(12"N) INV=465.59(12"W) 17.2 OF DISPERSION TRENCH O W/25' VEGETATED FLOW PATH TO MITIGATE 1200 SF OF ROOF LOT ADDRESSES: LOT 1 156xx SE 2nd PLACE LOT 2 156xx SE 2nd PLACE 0 NET NEW IMPERVIOUS AREA CREATED BY PROJECT = 7,952 SQ. FEET GRAPHIC SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SCALE: VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 CITY OF RENTON ["OR ONE INCH V49DATU M • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 10 20 40 I inch = 20 feet RECORD DRAWINGS R-386802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC LAYOUT/COMPOSITE UTILITY PLAN 13606 156th AVENUE SE DATE: 02/21/2018 TO FIELDBOOK: r+ PAGE: V )n DRAWING NO: Er SHEET: 2 OF: Q U