Loading...
HomeMy WebLinkAboutFinley Short Plat Complete (Revised 08-08-2016)Ar __j NE 26tlr DM rFK'111yd1I1 �\ l NE 2:[n =I i w `o a a NE' I i { VICINITY MAP N. T. S. LEGAL DESCRIPTION PARCEL A THAT PORTION OF THE NW QUARTER OF THE NE QUARTER OF SECTION 05, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., AND TRACT 254 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AVE N.E. WITH THE SOUTH LINE OF THE TRACT 255 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 AS ESTABLISHED BY SURVEY PREPARED BY JAKE ELLER ASSOCIATES, INC. UNDER JOB NO 72072, DATED 9/25/71 (SAID SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SHORT PLAT #LUA-01-109-SHPL LND-20-0296, RECORDED UNDER RECORDING NO. 20040811900006); THENCE WEST ALONG SAID SOUTH LINE 252.60 FEET, MORE OR LESS, TO THE WEST LINE OF TRACT 254 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 AND SAID LINE EXTENDED; THENCE SOUTH 01 °01'28" WEST, ALONG SAID EXTENDED WEST LINE, 106.67 FEET, MORE OR LESS, TO THE NORTH LINE OF CITY OF RENTON SHORT PLAT NO. LUA-02-017-SHPL, RECORDED UNDER RECORDING NO. 20040907900015; THENCE SOUTH 89°16'40" EAST ALONG THE NORTH LINE OF SAID SHORT PLAT, 252.60 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF ABERDEEN AVE N.E.; THENCE ALONG SAID WESTERLY MARGIN NORTH 01'00'55" EAST 102.67 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THE SOUTH 80 FEET THEREOF. PARCEL B THE SOUTH 80 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 05, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AND TRACT 254 OR C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AVE N.E. WITH THE SOUTH LINE OF TRACT 255 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4. AS ESTABLISHED BY SURVEY PREPARED BY JACK ELLER ASSOCIATES, INC., UNDER JOB NO. 72072 DATED 9/25/71 (SAID SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SHORT PLAT #LUA-10-109-SHPL LND-20-0296, RECORDED UNDER RECORDING NO. 20040811900006); THENCE WEST ALONG SAID SOUTH LINE 252.60 FEET, MORE OR LESS, TO THE WEST LINE OF TRACT 254 OF SAID C.D HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 AND SAID LINE EXTENDED; THENCE SOUTH 01 °01'28" WEST, ALONG SAID EXTENDED WEST LINE, 106.67 FEET, MORE OR LESS, TO THE NORTH LINE OF CITY OF RENTON SHORT PLAT NO. LUA-02-017-SHPL, RECORDED UNDER RECORDING NO. 20040907900015; THENCE SOUTH 89°16'40" EAST ALONG THE NORTH LINE OF SAID SHORT PLAT, 252.60 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF ABERDEEN AVE N.E.; THENCE ALONG SAID WESTERLY MARGIN NORTH 01°00'55" EAST 102.67 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. REFERENCES CITY OF RENTON SHORT PLAT LUA-01-109-SHPL REC. NO. 20040811900006 CITY OF RENTON SHORT PLAT LUA-02-002-SHPL REC. NO. 20040907900009 PLAT OF STOLLENM AYER ADD VOL. 88, PG. 87 CONTOUR NOTES CONTOURS SHOWN HEREON ARE AT 2 -FOOT INTERVALS. BENCH MARK MONUMENT IN CASE AT INTERSECTION OF SE 168TH ST AND 116TH AVE SE ELEVATION 458.77 nA TI iM NAVD 88 FINLEY SHORT PLAT NW 114 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON INDEX LOCATION 1.L.5N., K.St., W.M. 5) CONTRACTOR RESPONSIBILITY. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHEET INDEX: 0 5 10 20 SCALE 1 " = 20' LEGEND ® WATER METER FIRE HYDRANT SO SEWER MANHOLE TELEPHONE RISER © POWER VAULT ❑ CATCH BASIN RIM=282.12 C-Ia3o ROCK WALL 12" ADS: 279.42 FIR TREE SSMH RIM=283.12 IF 8" N:275.22 IE 8" S:275.32 e MAPLE TREE CEDAR TREE PINE COTTONWOOD MADRONA TREE (UNSPECIFIED) SPRUCE TREE E'GM GAS METER INFORMATION NOTES: OWNER: 2525 ABERDEEN, LLC COVER SHEET & EXISTING CONDITION PLAN 13110 NE 177TH PLACE #202 TESC PLAN WOODINVILLE, WA 98072 TESC DETAILS (206) 679-5131 GRADING & DRAINAGE PLAN CONTACT: BILL HEGGER ENGINEER: ENCOMPASS ENGINEERING & SURVEYING \ � 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 CONTACT: BARRY R. CONSTANT, PE GEOTECHNICAL ENGINEER: EARTH SOLUTIONS N.W. O 1805 136TH PLACE NE BELLEVUE, WA 98005 W (425) 449-4704 TAX PARCEL NUMBERS: 334390-2000, 334390-2021 -ING CURB PROJECT SITE ADDRESS: 2525 ABERDEEN AVE N RENTON, WA 98059 SECTION, TOWNSHIP & RANGE: PORTION OF THE NW 1/4, OF NE 1/4 SEC. 05 TWN. 23N., RNG 5 E., WM PROPERTY ACREAGE: 0.60 ACRE TOTAL PROPOSED LOTS: 2 LOTS PARCEL A AREA 5,785 SQ. FT. PARCEL B AREA 20,605 SQ. FT. LAND USE DESIGNATION: RESIDENTIAL SINGLE FAMILY (RSF) ZONING: RESIDENTIAL - 8 (R-8) PROPOSED USE: SINGLE FAMILY RESIDENTIAL TITLE NO. COVER SHEET & EXISTING CONDITION PLAN C1.0 TESC PLAN C2.0 TESC DETAILS C2.1 GRADING & DRAINAGE PLAN C3.0 SEWER: CITY OF RENTON WATER SYSTEM: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT #403 FIRE PROTECTION: CITY OF RENTON FIRE DISTRICT ELECTRICAL POWER: PSE NATURAL GAS: PSE TELEPHONE: QWEST 0 0 0 Q QO 0 Know what's below. 0111 before you dig. RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE o a QM \ � \ C a p O O O W z m m p o � N '^ co 2 O W C7 W > U �c� Lu o� W p Z O O 2 WW W ~ W W O MeC'��/ WAS�I� �0 O2 � 42676 �W s Z'GISTF �l0NAL LAI0�� ® Q J Q ® a av ®_ u cc cc ®a C Lij Z J LL J � W Lij cc Ln Ln C M G1 M d" N X � V) N Il V0x Z o N M G� M W � G N � cd-c� O H o c� O � n7OQ t p � G oo s s Ur C-6 E 0 � W �W VZU- _� LL, 0 Z N U Ld � m 'c v� w o z JOB NO. 15615 DATE 07 12 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CJA SHEET C i . 0 EROSION CONTROL GENERAL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR'S ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION AND DEMOLITION ACTIVITIES, TO PROPERTIES OR THE NATURAL DRAINAGE WAYS. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND / OR CONSTRUCTION AND DEMOLITION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4.THE SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM RQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 6.WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 7.COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL, CURRENT EDITION. &ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. ALL INLET PROTECTION LOCATIONS ARE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO BUILDING DEMOLITION. ADDITIONAL INLET PROTECTION MAY BE REQUIRED IN CATCH BASINS NOT SHOWN ON THIS BASE MAP. 12. AFTER REMOVAL OF CONCRETE BUILDING SLAB, CONTRACTOR SHALL MINIMIZE TRAFFIC ON EXPOSED SOIL. TRUCK TRAFFIC CARRYING CSBC MATERIAL SHALL NOT BE PERMITTED ON EXPOSED SOILS UNLESS CONTRACTOR INSTALLS A WHEEL WASH SYSTEM TO ENSURE NO TRACKING OF MATERIAL OFF SITE. 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. THE CONTRACTOR SHALL CREATE AND MAINTAIN AN EROSION CONTROL MAINTENANCE REPORT PER APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL, CURRENT EDITION. COPIES OF THE ESC MAINTENANCE REPORT MUST BE KEPT ON SITE THROUGHOUT THE DURATION OF CONSTRUCTION. CONSTRUCTION SEQUENCE F 1. PRE -CONSTRUCTION MEETING. / 2. FLAG OR FENCE CLEARING LIMITS. / 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT TRAPS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. - 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 0 5 10 20 SCALE 1 " = 20' RIM=282.12 12" ADS:279.42 SSMH RIM=283.12 IE 8" N: 275.22 IE 8" S: 275.32 -ING CURB LEGEND CATCH BASIN PROTECTION SILT FENCE X CONTRACTOR LAYDOWN AREA \ \ \ \ \ \ \ STABILIZED CONSTRUCTION ENTRANCE TREE REMOVAL Know what's below. Call before you dig. o a QM � C p O O O W Z Q N '^ co 2 O W C7 � 2 W > U �c� W o� W p Z O O2 WW O¢ S AMES of WASE j �Q 38285y� isTER� SjONAL Q Q Qo a aW)Uj z 1 -ft ac c oa � �A 0 '' co 1 W CC 0 J V v, W W c a Ln 0 M G1 M d" N V) X � LL N Il V0x Z O ■ \ r N M G\ M M � W � G N � O O � n7 OQ t rns c G CA oO s ■ B � � OLdvul W < � VZ_ cZ N U W m w o z 1.0 JOB NO. 15615 DATE 07 12 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CA SHEET C2.0 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EOLWALENTTO ATTACH FABRIC TO POM. 2W BY 14 Cie. WIRE OR EU VALENT, IF STANDARD STRENGTH FABRC USED FILTER FABRIC ve W MAA 2110 PSI MIN. MI H IMI.M 4_A4 - I RL NL.71 . I 4CO PSI MIN. SA PT -ILL TRENCH NTH 2-45(U.S.STAN DARD5IEVESI2E) NATIVE SOIL POST SPACING MAY BE INCREASED \ C) TO 6 I VNRE BACKING IS USED a a . .. � O O 2W WOOD POSTS, STEEL FENCE �Z' O POSTS, REHAB OR EQUIVALENT 1 h NOT= 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOM. NCR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR PDND. 2 DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTE?[TILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE, 3o-3DO 51 EVE 512E 13.6O -C ISNLVI FOR 51 LT FI LM AOS [ASTr,A 0475"3 K-3XI 1EVE SIZE 0.30-0.15kri1 FOR OTHER FAESRIf�• WATERPERNIITTIVITY IA5TMD49_; 7F12SEC^-1MINIKeUM GRAB TEN SI LE STRENCJ-R IASTRl 046321 M LKM I N. FC R E 1(YW, STRENGF FAB RIC ICO LBS. M I N. FC R STANDA RD STRENG HT FAB RI C GRABTENSILEELONGATICN AS TIM D4632I 30%NA x. LLTRAVIOLATERESISTAN(;EIASTN1D4356i 70%WIN, 22. STANDARD STRENGTH FABRIC REQUIRESWIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EaTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS ASTRONGER FENCE. 23. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV Z4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN ATRENCHTHAT STABILIZES THE FENCE AND DOES NOTALLOVII WATERTO BYPASS OR UNDERMINE THE SILT FENCE. S. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT U PHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3,3. IT IS IMPORTANT TO CHECKTHE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELI7ATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. + � FUHLIC WORKS SILT FENCE STD. PLAN - 214.00 J DEPARTMENT 8 MARCH 2005 INSTALL DRIVEWAY UILVEW IF THERE ISAROADS DIE 017CH PRESENT, AS PER CITY ROAD STANDARDS �S OPP T NJIT MIN. THICKNESS FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON DRVEWAYS SHALL BE PAVED TO THE EDGE OF RZ Ok-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMA31 N8 OF THE ROADWAY R IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF N101TEs INGRESSIEGRESS AREA 1. CONDITION OF USE 1.1- CONSTRUCTION ENTRANCE SHALL BE STABILI7ED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE ANDTRAVELING ON PAVED ROADS OR OTHERPAVED AREAS WITHIN 1,000 FEET CFTHE SITE. GRABTENS LESTR'BNGTI{ASTV D4751) 2110 PSI MIN. GRA13TENS LE =.DN GAT ON•(ASTM D453e 3C% MAX. K.'U-LE+4 BURST STRENGTH ASTM 7378E -BDA 4CO PSI MIN. A0S(ASTV D4751) 2-45(U.S.STAN DARD5IEVESI2E) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AFTERS. THE INSPECTOR MAY ATANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OFTHE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING 15 USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 8.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. i UHLIC WORKS I STABILIZED DEPARTMENT I CONSTRUCTION ENTRANCE STD. PLAN - 215.10 MARCH 2O06 S rANDMD BTRENGTh FILTER FABRIC CATCH BASIN 9RATE 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND ORTRAP. 1.2. MAY BE USED ANYWHERE AT THEAPPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.5. THE CONTRIBUTING DRAINAGEAREA MOST NOT BE LARGER THAN 1 ACRE. 2 DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE ATRAFFIC00NCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. Z2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANYACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. � +(■ �+ PUBLIC ly'ORKS FILTER FABRIC PROTECTION STI]. PLAN -218.24 DEPARTMENT MARCH 2008 4' IRI V DEFTH 2"- 4' ROCK T SETTLING DEPTH 1 9 1.6'BED MEM STC RAGE I' DEPTH 314'm 1I402"WASHED GRAVEL A I P T OVERFLCW DEPTH •:�1'I� 6AM7L OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION. FILTER FABRIC FENCING — T SETTING DEPTH & T' DEPTH OF 2'-4' ROCK 1' DEPTH OF 3W -IW WASHED GRAVEL. NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 8Y +' '+ PUBLIC WORKS SEDIMENT TRAP STD. PLAN - 211.00 j DEPARTMENT ,s MARCH 2O0H Q \ C) \ CO a a O O O O w Z J co Q � Z O w� y w� W o� w O ww I= _5 Z a W W ~ It W O 5 AMES 38285 ISTER� SjONAL A�A W O O Q O a� co uj ac c o =a c 1 cg co z JftAft uiIfts Z J W cc a Ln Ln O M M d Ln N � A x� m O o m AzN O ■ N M M �W G N � o a `° a; o h 5 0 •5 O pt0 c ,v O ■ C c 1�0N b - At or- co s Ura Z � Q � N N o > G\ > E LL WLL.1 VZ_ 2 _u O� Z W N U m L Q� C V) LLI Z Ln JOB NO. 15615 DATE 07 12 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CA SHEET C2.1 WALL ELEVA77ONS * BLOW -OFF VALVE TW BW A 306.00 304.00 B 308.00 304.00 C 310.00 304.00 D 312.00 306.00 E 312.00 306.00 F 1310.00 304.00 *(NOT INCLUDING FOOTING) 115' (SEE 2g 4 2g6/ 293 3gg/ �7 24" 24" C o� co LO W U Z w w 0 0 0 Q0 FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 6" X 6" CONCRETE CURB 58'27"E 64' PAVED SS �O.... ...... . e�-- ........ ` W�. W . -. 16 R/ED W ACAS... . 2+2 �s . . ..o .+00 !. TRACT A 4� // ... .. N ... , I . . N• N � S u • O LOT k 1 ST FLOOR ELI 5.00' I 61; man 'mm m u c0c0 v- N'S 0 0 0 0 NOTE: HOUSE ON LOT 1 IS REQUIRED TO INSTALL A BUILT-IN SPRINKLER SYSTEM. C TRIM=281. 2 IF 12 ADS:2�/ 72 a 1 2" ADS: 2 72 6" FIRE HYDRANT s� SERVICE CB RIM=282.12 L IF 12" ADS:279.42 : INV=279.42± I\ DRIVEWAY ENTRANCE Z PER CITY OF RENTON 8"X6" REDUCER STD. 104.1 & 104.2 � ' W 40 LF OF 8" 251 LF OF 6" D.I. WATER MAIN D.I. WATER MAIN I P Z _. I a CONNECT 8" WATER MAIN TO EX. 16" D.I. WATER MAIN IN ----------------- e. . Q ACCORDANCE TO CITY OF RENTON REQUIREMENTS W ar _ W 1+00 o Z W S'S DEPRESSED CURB AT S' ,. W DRIVEWAY ENTRANCE 14! AINAGE m ,EASE NT Q INV=290.00± o - 24" 00 \ Y -= I RAVEL � /10.0(Y� .�w SSMH N cjs4 RIM=283.12 LOT 2 I I LOT 3 o Us . EW c4RI3 c JITTER C < 16�. IE 8" N:275.22 1 ST FLOOR ELEV = 297.00 1ST FLOOR ELEV 293.00 sa . 8 IF 8" S: 275.32 = S.Q I I I\ I LOT 4 s ; o ma 'E ,2 =��_itiE o4Q. . I 5.00' I x- � 5.00' - ° 78' OF 4'� ROCKERY - s ` ) WALL OR ''LESS 5.00' III , .d a , I a a. i DEPRESS CURB 20 nn' L BUILDING` SETBACK LINE, TYP. \ 298 296-- 9' OF 4' ROCKERY I AT DRIVEWAY - - WALL OR LESS ? ASPHAL1 PAVEMENT 11110 r DRIVE W REPLACEMEN g" 2 X 10L6 F-1 17 y 252.63 ; ------------- 86 BLOCK RETAINING W L � AS I LT P T TO RCA) AY SH ULDER EXISTING CURB 30' R/W _ 30' R/W 0 5 10 20 SCALE 1 " = 20' LEGEND T BLOW -OFF VALVE o FIRE HYDRANT 6M WATER METER ■ CATCH BASIN a INFILTRATION BASIN • CLEAN-OUT CXD00 ROCKERY WALL RETAINING WALL EX. R 21' TRACT A R I o 048' a QM \\ c) C LANDSCAPE STRIP I O O O 04 + 0 W m m o o 16' i 4" HMA CLASS 1/2" PG 64-22 i N o Q N '^ v, 2 O W C7 � 2 W > Ld N 0.5' U�c� POURED CONC. CURB WZO W 6" CRUSHED ROCK 5' i (SEE DETAIL BELOW) O2 bi Mq-I' 6"(i I~ 305 w - W ~ W W 0.5' 305 . CJ . . . U) . ..................................................... ....................................................... S AMES 4� OF TNAS� j �Q z EXISTING ROCKERY... 5' CONCRETE SIDEWALK ----,2% N�P SjONAL � TO REMAIN . . . . . . Q "� . .� .cd . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . °o°o°o°o O°o°o°o°o°0 0 0 0 0 0 0 0 N• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O O O O O O O O O O O O O O O O O O O O J W II v rn =ate Z_ CO 0 2% 2% 0,_0 O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0°000000000 O O W Q CC . . . . . . . .� Cn .J W :a .N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --_._.- _.---------__ c� M N X � ca o x N Il V0p Z o N M r M W� G N � N C C LL o on O ■ c � o � n7 OQ t p G rn0 y oo i ■ Z E��� Z`� � W 6 16' VARIES CJ W■ m � 'c v� � . � JOB NO. 15615 DATE 07112 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD o 00 0000 moo 00 CURB & GUTTER CHECKED TJR APPROVED CA 300 SHEET C.0 300 9, 9 9% NOTE: ° PROPOSED PROFILE ALONG . . . . . . . . . . . . . . . . . . . . . 4" HMA CLASS 1/2" PG 64-22 EX. ROAD SURFACE EXCAVATE TO REMOVE ANY UNSUITABLE SOIL END OF .. . . C.O.F. ACCESS. DRIVE• . . . • . . . • . . ... . ... . ... . ... . ... . ... . ... . . 6" CRUSHED ROCK PROPOSED 8" PRIVATE. ROAD . ... . ... . .. .. L._.�._ _ � .. . ... . ... . ... . ... . EXISTING PROFILE A ONG. . ... . ... . ... . ... . ... . ... . ... . . . . ... . ... . ... . ... . ... FIRM SUBGRADE ADDITIONAL PAVED ACCESS SECTION WATER MAIN . _ . \ _ _ �. OF ACCESS .DRIV LVC=40,00. • . . . PVI: 0+62.77 EL: 283.40 `n STRUCTURAL REQUIREDDEPENDING ON SOIL 295 - - .. ° 295 CONDITIONS NTS .. . ... . . ... . ... . . . ... . ... . ... . ... . ... . ... . ...LOW POINT_ STA:_ 0+42.77, EL:. •283.00. . ... . ... . .. o. .. . . .. . ABERDEEN AVE NE SECTION PROPOSED 8" . ... . ... . . .......... .. . ... . .. . .. . ... . C -A �. ............. . ... . ... . ... . ... . ...� � . . . ... . ... . .. .. o . ... . ... N. T. S. 6" SAN. SEWER 70y \ 00 00.. n00 o .................................. ...............°.... ........ .........0+ .p h' 290 N 290 6„ -,w PROPOSED SANITARY00 0 00 .. .................... ....................... �.............................................. MANHOLE.......... ......... . .................... ........................... ................. ....... ..�. .............Li Q.11.. pp ♦- J CONC \ \ R/W. 285 28OPOSED ......................................................................... ' 20' LANDING SANITARY BASE .. . ... . ... . ... . - ... . ... �. ...2.00% . ... 0.2.00% . MANHOLE COURSE - L ................................................................................... .PROPOSED 8" -- SAN. SEWER BACK OF CENTERLINE OF ........ ... ... .. ..... . SIDEWALK . . ... . .. .ABERDEEN AVE 8. 280 280 ................................................................................................... ....... ....... ........... CONNECT 8" WATER MAIN TO CONCRETE CURBEX. 16" D.I. WATER MAIN IN ................................................................................................................. . ACCORDANCE TO CITY OF NTS .................... .cfl ca . . . . . . . . . . . . . . . . . . . . . . . . . 0) . . . . . . . . . . . . . . . . . . . . . . . . . .. .0) . . . . . . . . . . . . . . . . . . . . . . . . . .N O. . . . . . . . . . . . . . . . . . . . . . . . . M RENTON REQUIREMENTS CN Lq PWATOEREMAIN 00 ON.......................... n ..........................acoa N ..........................00 ................ N 00 ® 275 275 0 2+40 2+00 1+50.00 1+00 0+50.00 0+00 a ACCESS DRIVE HORIZ. 1"=20' VERT. 1"=4' Know what's below. Call before you dig. o a QM \\ c) C ii O O O O W m m o o Z Q N '^ v, 2 O W C7 � 2 W > U�c� WZO W Z O2 W ~ W W O S AMES 4� OF TNAS� j �Q z Z 38285y� �) isTEg� SjONAL � Q ~o aW)Q J W ac cc =ate Z_ CO 0 ac 4q W Q CC zzV J W cc a Ln 0 M c� M N X � ca o x N Il V0p Z o N M r M W� G N � N C C LL o on O ■ c � o � n7 OQ t p G rn0 y oo i ■ Z E��� Z`� � W 6 V ■ 2 _ _� LLICzN CJ W■ m � 'c v� w p z JOB NO. 15615 DATE 07112 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CA SHEET C.0 FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 8" PVC ELBOW SHORT BEND 20"X24" STANDARD 8" PVC PIPE, T _ CATCH BASIN LID WITH 11 SLOPE = 2% - - OVERFLOW GRATE r 24" DIA. CATCH BASIN LID 6. LEGEND INLET 2.0 SIZE SSMH OIL COLLECTION WATER METER RIM=290.84 FILTER FABRIC 3.0' IE 8" N:281.89 IE 8" S: 281.99 SEDIMENT 3.0' - - - - - - - - - - COLLECTION 48" PRECAST CATCH 8" BASIN W/O BOTTOM CATCH BASIN SANITARY SEWER WITH BOTTOM'='_ 6" 2.057. 5 FILL EXCAVATION BELOW 2.0' AND SURROUNDING BASIN o� � WITH 1-1/2" TO 3" 7' WASHED DRAIN ROCK 7 8" 5'X5' BOTTOM 4.00% SURFACE AREA INFILTRATION BASIN DETAIL 0 0 cn i SSMH RIM=284.416 IE 8" N: 273.91 IE 8" S:274.01 C TRIM=281.2 IE 12 ADS:2 72 PROPOS�D HYDRANT 1 2 ADS: 2 7 W/ AUX LIARY VALVE 6" FIRE HYDRANT SERVICE LO 0 CB RIM -282.12 w SANITARY CLEAN-OUTL IE 12" ADS:279.42 z RIM TO GRADE 244' OF 8" SANITARY SEWER INV=279.42± S=2.00% MIN. W CONNECT STORM SEWER IN CATCH BASIN #10 3 MV3MIN�' ACCORDANCE TO CITY OF RENTON REQUIREMENTS CD 6" X 6" CONCRETE CURB PIPE #22 SSMH, 4'0 8"X6" REDUCER BLO - RIM=283.77± W 40 LF OF 8" IE 279.44± 251 LF OF 6" D.I. WATER MAIN r SQQ� CATCH BASIN #9 D.I. WATER MAIN I . Z X158'27"E 252.64' _ _ -� I �- W CONNECT 8" WATER MAIN TO 192.64' PAVED ACCESS i--' _ > EX. 16" D.I. WATER MAIN IN Q ACCORDANCE TO CITY OF W W . . . . . . .SLOTTED DRAIN.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RENTON REQUIREMENTS W.............. . W. .� . . . . . . . . . . . . . . . . . . . . . . . . . W W.........."W. . I 16' PAVEQ 2+2 .65. 2+00.. .ACCESS. �W. PIE 23 .... . Lij I...I ............ TRACT .A .... . CATCH .BASIN #2 . 0+0b Q ...... u Q r I ss� w 5'X5' INFILTRATION I IBASIN, TYP. f - DRAINAGE RETAINING WALL 14' DRGE SLOTTED DRAINI � P � #1 10' OF 6" SANITARY EASEMENT I Q SSMH, 4'� 24" o SEWER, S=2.00% 10' OF 6" SANITARY I � SEWER, S=2.00% - C TCH BAST #1 RIM=282.82± 10' OF 6' SANITARY _ LO INV=294.00± � PIPE I IE=275.14± SEWER, S=2.00% � o 24 INV -301.00± INV=290.00± 24" I w N 800 " o 1" FIRE PROTECTION I o ,`r I RAVEL • o N NEW URB & ER N SPRINKLER SERVICE, TYP. - Kil F 1" WATER SERVICE & 1iJ a TAMP 10.00>r w SSMH LOT 1 O RIM=283.12 0 o I LOT 2 I I 3/4" WATER METER I 2 Z I LOT 3 o I I o0 J 1 0 E 8" N: 275.22 z !� RIM TO GRADE, TYP. ;� ° I 1ST FLOOR ELEV = 304.00 1 ST FLOOR ELEV = 297.00 0 1ST FLOOR ELEV 293.00 0 Ta a I 3 ": E 8" S:275.32 = o I 5.00' I '� I I z PIPE LOT 4 s I o. I o PIPE #21I Z I o ;J. 1' NDS PE N 5.00' HOUSE o a.; 0 5.00' 5.00' 78' OF 4' ROCKERY 5.00' I I s I w BU F R WALL OR LESS 5.00' • W NEW ATION Fb PIPE #12 I PIPE #8 PIPE #5 PIPE 4 I w' E . W TER METE PIPE #18 I PIPE #15 CATCH BASIN #5 I I CATCH BASIN #4 # I I c .� R LOCATE WATER PIPE 19 CATCH BASIN #6 I CATCH BASIN #3 I aUd 115' OF ROCKERY WALL 20.00' i a DEPRESS CURB SEE WALL ELEV TABLE 9' OF 4' ROCKERY I AT DRIVE AY PIPE #14 PIPE 6 ------ WALL OR LESS CATCH BASIN #8 UPIPE #17 t PIPE #13 PIPE #7 # I c '� • ASPHA�T �AVEMENT 8" DIV WAY PIPE #20 10PIPE 9 8 CATCH BASIN #7 PI PE # RE CEMENT PIPE #11 PIPE #lp"='� o I --- _---- L � N89°4714 W 252.63 - DAD INFILTRATION BUILDING SETBACK STORM SEWER - BASIN, TYP. LINE, TYP. CLEAN-OUT BLOCK RETAINING WALL NOTE: ASP -IALT 4TH TO HOMES ON LOTS 1-3 ARE REQUIRED TO RCA) AY JH ULDER INSTALL A BUILT-IN SPRINKLER SYSTEM. EXISTING CURB 30' R/W 30' R/W i LOLO �3 N O M O U) W °z 0 5 10 20 SCALE 1 " = 20' LEGEND 1 BLOW -OFF VALVE SIZE SSMH 69 WATER METER RIM=290.84 - - - IE 8" N:281.89 IE 8" S: 281.99 • - - - - - - - - - - IE 8" W:281.99 W °z 0 5 10 20 SCALE 1 " = 20' PIPE TABLE LEGEND 1 BLOW -OFF VALVE SIZE FIRE HYDRANT 69 WATER METER ■ CATCH BASIN 3.137. DRY WELL • CLEAN-OUT � ROCKERY WALL 8" STORM DRAIN PIPE - SS - SANITARY SEWER - W WATER MAIN PIPE TABLE CB # RIM PIPE # SIZE LENGTHI SLOPE 1 12" 23' 3.137. 2 8" 85' 10.047. 3 8" 60' 2.057. 4 8" 5' 2.057. 5 4" 4' 2.00% 6 4" 7' 2.00% 7 8" 50' 4.00% 8 4" 4' 2.00% 9 4" 7' 2.007. 10 8" 10' 30.009' 11 4" 7' 2.007. 12 4" 4' 2.00% 13 8" 50' 1.507. 14 4" 7' 2.007. 15 4" 4' 2.007. 16 8" 10' 80.009' 17 4" 7' 2.001% 18 4" 4' 2.00% 19 8" 50' 8.70% 20 4" 7' 2.00% 21 4" 4' 2.00% 22 8" 7' 2.00% 23 8" 4' 2.007. * N 1(`TII C 101W DIDC CB TABLE - TYPE 1 CB # RIM IE (IN) IE (OUT) 1 282.22± 280.22 (8) 280.22 (8") 2 290.75 288.75 (8) 288.75 (8") 3 292.00 289.00 (4) 290.00 (8") 4 294.00 291.00 (4') 292.00 (8") 5 296.00 293.00 (4) 294.00 (8) 6 296.75 293.75 (4) 294.75 (8) 7 303.75 300.75 (4) 301.75 (8) 8 307.75 304.75 (4) 1305.75 (8") 9 291.20 ------ 289.45 (8") 10 281.40 ------ 279.65 (8") Know what's below. Call before you dig. o a QM \ c) \ C a O O O O W mmoo Z � Q N '^ co 2 O W C7 � 2 W > U �c� WZO W Z Z O2 w o ~ z ww Q� Or O SNMES 4� �F WASE j �Q 38285y� SjONAL J o Q � z J ooa o J1 W ~ a•-�= 1 -ft Uj Q cc cc o Qo 1 cc W cry �. 0 N W J z Q Q 'LU UjUj aW c V az ♦o V Ln 0 M M d G N V) X � x N Il V0p Z o N M \ G� M r M � W � G N � 0 o >>_ o� O ■ 2 c o � n7 OQ t p � G rn s oo s C13 rq0■ C\ �W W VZ_ 2 _ _E LLIC(� o 2 Z N U W m � 'c vI w o z JOB NO. 15615 DATE 07 12 2016 SCALE 1 "=20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CA SHEET C4.0 Rigid Pipe NOTES: 1. Pipe Compaction 11mlts shown on this plan are for pipe Construction In an embanhnerrt. For pipe constmCtlon In a trench, the horbron4d limits of the pipe Compaction zone shall he the wells of the trench. 2. All steel and aluminum pipe and pipe -arches shall he Installed In accordance with design A. S. Concrete plps with elliptical reirturcament Shall be Installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcemeiI shall be Installed with design A. 5 O.D. Is equal to the outside diameter of a pipe or the outside span of plpe-arch. The dimensions shown as 0. 0. with 3' maximum shall be 0.a until 0. 0. equals S'; at which paint 3' shall be used. V-17 for dismaters 12' through 42' and spans through 511 2'-u' far diameters greater then 42 and spans greater than 60". 0 Barddlll material placed In 0.8 boas layers and compacted to 95% mwftun dens ty. Method B or C compaction (WSDOTIAPWA) standard spacl aortlms.) Pipe _ W (ae note i) Il ILTIt Or PIM b1M ►1I circular pipe cant., LCPE. CMP {diameter} 12' to 24' I / diam. 12 102" to 180" 48" pipe - torch metal only (span) 18" to 3B" 12" 43" to 142" span 13 148' to 199" 48" SOLID WALL PVC �. {STD. SPEC. 9-DS.lMI1 O PROFILEWALLPVC O {STD. SPEC. VI HV CORRUGATED POLYFfHriENE STORM SEWER PIPE Z rococo � °'"'e"s0" '^ co 1rindlutn Mrd 2 � a ■•Hl � _ pxYel bawl For _` kurKI1 Her a v 1 v eceHsea ` for FHP. b."n • a = 41 coin. 271 1. 0. Find IXIde1 e FFa ., nwr 27' I.D. A. Netal III Catmirft Pipe Bedding for Flexible Pled mern tPe^ wn - 8 roes FkDdble Pipe NOTES: 1. Provide uniform support under barrels. W cc 2. Hand tamp under haunches. w 3. Compact bedding material to 95% max density; directly ` / y over plpe, hand lamp any. LU ' 0.115 ria Fran. 4. See "Excavation and Preparation of Trench" In sanhary �- z sewers Section of the Standard WSDOTIAP111A kris of Pier L ' w spedicatlons for trench width Wand tranch Ing D-95clon .'•' /•` 7=il-:65 dm min. options. The pipe zone will he the actual trend width. The minimum concrete width shall be 1 7 I.D. = 18'. ckm tai h■rNdB r' 5. Trench bacidll shall conform t0 "BacMiling Sewer ave, y _ rounaerhnewnn raKJMo he Trenches" In the sanitary sewers sedan of the WSDOTlAF'WA standard spedAcatbns, alDW that z o rocks or lumps larger than 1' per root of plpe dkmsder IL Pips - Arch ImsWI■Bon Shall not be used In the badd,ll material. 6. See'Beddng Material for Fleodble Pipe' in aggregates W W section tithe WSDOTIAPWA stardard apecBcaliona ~ z W cr_ for the material specifications. Rigid Pipe NOTES: 1. Pipe Compaction 11mlts shown on this plan are for pipe Construction In an embanhnerrt. For pipe constmCtlon In a trench, the horbron4d limits of the pipe Compaction zone shall he the wells of the trench. 2. All steel and aluminum pipe and pipe -arches shall he Installed In accordance with design A. S. Concrete plps with elliptical reirturcament Shall be Installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcemeiI shall be Installed with design A. 5 O.D. Is equal to the outside diameter of a pipe or the outside span of plpe-arch. The dimensions shown as 0. 0. with 3' maximum shall be 0.a until 0. 0. equals S'; at which paint 3' shall be used. V-17 for dismaters 12' through 42' and spans through 511 2'-u' far diameters greater then 42 and spans greater than 60". 0 Barddlll material placed In 0.8 boas layers and compacted to 95% mwftun dens ty. Method B or C compaction (WSDOTIAPWA) standard spacl aortlms.) Pipe Size Min. dist between barrels circular pipe cant., LCPE. CMP {diameter} 12' to 24' 12" 30" to 98" diam. 12 102" to 180" 48" pipe - torch metal only (span) 18" to 3B" 12" 43" to 142" span 13 148' to 199" 48" + + 220.00 PUBLJC V'�ORKS PIPE COMPACTION PLAN - DEPART -VENT DESIGN AND BACKFILL MARCH 2008 6Ta MIN. ROOF DRAM STUB %NTH CN.EANOIIT. TYP 'OT UHE, TT. I I ' 1 C PRIVATE ROOF DROWN W LLECTOR PIPE; 1 womu, 0.5% M N. SLOPE, II 1 2 FT. MIN. COVER _ CURB, SIDEWALK R.O.W. LINE PRIVATE JOINT UT11I EASEMENT, S MIN. WIDTH '- PL6UCSTOMrS1'STEM PRIVATE STCfdI SEWER SAO' N IN. BETWEEN CTR OF PIPE AN D R.O.W. 1 CLEANOUT. TYP.AT EVERY IIF, OR.ND 45' BEND, AND AT 900 Fr. MAK SPACING DN STIR/UGHT SECTIONS ROMI)P NAOOONIMEM INTO GTY CB, MIN. SIZE TYPE I NOTES: 1. PIPE MATERIALS ALLOWED: PVC. LCPE. TRIPLE WALL POLYETHYLENE I& DI. 1 F NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST 05 IF GRADE ALLOWS. OR TO THE NEXT DOWNSTREAM CO. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25 -YEAR PEAK FLOW. TYPICAL ROOF DRAIN STD. PLAN _ 225.00 + + PUEKIC WORKS COLLECTION STORM SYSTEM DEPARTMENT CIVIL PLANS MARCH 2608 FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON RECESSED Not to Seale LIFT POCKET t� FRAME 3/4p' 3/4" LETTERING "SEWER" 2'-0" DIAMETER 2--0" -�-t �» [� SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 T 1-3/18" i 8" CLASS "B" SAND OR ASPHALT EXPANDABLE 1�q^12-1/2*. �- 1 T1 -I/8" 2-1/4" 213/4"�� l 1_;fBFF I. 12-1/4 CAST IRON RING AND COVER BOLT DETAIL 45• (1/6) BEND 45• (1/8) SEND FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN-CUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369903) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O" THICK. 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 _•� PUBLIC WORKS S" OR 6" CLEANOUT VED: 71t DEPARTMENT FOR SANITARY SEWER MAIN ALIGN PIPETOPl6 OR RACE ROOF DRAIN HIGHER NIN r CUEANNGLIr.TVP. A CATLT1 SAWN • AREA DNAII � TEE B PROPERTY LINE PI•N 3'4rIN. I PRIVATE, JOINT USE UTILITY I - PERROIJENII IIP CATR7l fiA&N -AHEIL OR/IN SECTION ALA 3'MIV. WES 3 2'MIN. COVER OVER COLLE,I-M UNE I: PLACE CLEI MMMAT300' MAX SPACE, AT9V BENDS. J EACH OND l6• BEND. :TION R•R PPE ENDS NOTE: MIN. PIPE SIZE G"O PIPE MATERIALS ALLOWED: PVC, LINED CPE. TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RI NQ a COVER PER IFCO M7 OR EQUIVALENT 4W BEND PERMANENT CAI CONNECT PIPE L 4V WYE TEE, CROBS, OR I WIFE AT Be'pe CLSPJIA if ofFA1L TEkW ORPAYCAP ON END OF ROOF DRAIN an^ LIARlEC BY 25F1' aTAtE TYPICAL PRIVATE ROOF DRAIN STD• PIAN - 225,10 + " + PtiBLdC WORKS DEPAR - ME1`T COLLECTION SYSTEM - CROSS SECTION MARCH 2008 24"x 24" COMM. CLS. CONCRETE BLOCK: POURED AROUND CONNECTION TO W N OTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. COVER 5' BELOW STREET GRADE 5" ON 6" Y BRANCH LENGTH VARIES " 1/8 BEND STANDARD 6" X MAIN SIZE TEE SEWER MAIN NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE + a + PUBUC WORKS SIDE SEWER RISER PIS - 401D DEPARTMENT CONNECTION TO SEWER MAIN �.. MARCH 2008 P1TIA>w1E Allo VAN= T111IATE i� 43 OAR EACH CORNEF 9159ARFACIr 158 DE AM RM CAM 9 ONE lS SAFI HOOP DR 1Z FOR B" HEIGHT TWO a BAR HOOPS FOR 12' HEIGHT RECTANGULAR A0.1UST1N ENT SECTION lmim 43 BAREACH CCFVW 1frMIN #a EAR HOOP PMECA*rF OUR ttldMON PIPE ALLOWANCES HAMM= PIPE MATEIIAL lmim MAIZE 7'ER REINFORCED OR t. PLAIN CONCRETE QM ALLWLM. ill 1P CPNP* 7Gf• ism. SPEC. t►Bu911 SOLID WALL PVC �. {STD. SPEC. 9-DS.lMI1 O PROFILEWALLPVC O {STD. SPEC. VI HV CORRUGATED POLYFfHriENE STORM SEWER PIPE NOTES 7. As acceptable altematess to the rebar shorn in the PRECAST BASE SECTION, fibers (placed accardIn@ to the Standard Spedfications), or wire mesh having a mlNmum area of 0.12 square Inches per foot shall be used with the minlmurn required Taberahown in the ALTERNATIVE PRECAST BASE SECTION. Wire mash shall net be placed In the knockouts. 2. The knockout dlametar shall not be greater than 20'. Knockouts shall have a wall thickness of 2' minimum to 2.5" maximurn. Pr uvide a 1.5" rnnimum gap between the knockout wall and the outside of the pipe. AdteI the pipe is Installed, fiI the gap with joint mortar in accordance with Standard Specification 9414.3. 3. The maximum depth from the finished grade to the loved pipe invert shall be 6. 4. The frame and prate must be natal Iad with the flange down. 5. The Precast Base Secton may have a rounded floor, and the %aIle may be eloped at a rate of 1:24 or ataeper. B. The opening shall be measured at the top of the precast base section. 7. Al pickup holea shall be grouted full after the basin has been placed. S. All grade rings" castings shall be not in mortar in accordance with Standard Sped5callon 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION + + PUBLIC WORKS CATCH BASIN TYPE 7 PIAN - 200.00 DEPAR-MEhT - MARCH 2008 1/2"X4- EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND GUTTER 1 + 1/2"X4' EXPANSION MATERIAL 1/4"R AT JOINTS "W" -WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS vCEM. CONC. CURB AND GUTTER SCORE LINES 8 ,/2"X5" EXPANSiON MATERIAL CJRE RETURN I/4"/FT- SLOPE ONLY 1/2"R 1/4 -/FT. SLOPE 1/2"R q., 112 "R PAVEMENT AS PER PLANS 4" T I PAvEvENT AS PER PLANS L ST NDARD CEM. CONC. CONCPARKWAY STANDARD CEM. CJ.RB AND GUTTER GU TT CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOII DUMMY JMTS SHALL M PLAOEO NOT 70 ExOEED 16• C/O Nor LESS THAN IV C/C. THEY SHALL NOT BE LESS THAN 3/T6' N THK%NESS ANO SHALL BE EXTENDED Y BELOW THE GUTTER UME. 1/2- m -RU JONTS SHALL BE PLACED AT ALL COLD JDWTS AS DIRECTED BY ENCMER AND SHALL EXTEND 1" BELOW CONCRETE. VftRE THE SIDEWAY HS TO 5 PLACFA AcAINST THE CORA AND GUTTER, THE JO11NT SNAL_ BE A COW .DDCJT- 1/2'2 V EXPANSION MATEPoAL $HALL ENE PLACED FROM P-C.'S To P-T.'S AT ALL rurRB RETURNS. 1/2x' EkPAh51pN MATERIAL SHALL BE PLACED AT EVERY FOURTH SCE'tiA { PANE. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REOUIRFmEvTS Or C.aSS B (3/4•) WTH AIR EN7RANNMII THE CONCRETE SHALL RAVE A BROCM rNHSH MNTN AL_ EDGES HANNG A 2 1/2" TOOLED FINISH SUSIGRADE COMPACTION SHALL BE 903; (MOOFFO PROCTOR). C FACE OF CURB 6 TUT" 1' u2' R. - F` LIT .' 1"R-,. 1:24 T N TOP OF 1 - 112'R. ROADWAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB y 6 1 r2 y FLUSH WITH GUTTER PAN AT SIC E WALK RAMP ENTRANCE 1:12 ,' : - 1:24 1 TOP OF 112' R. ROADWAY I e 61 DEPRESSED CURB SECTION AT SIDEWALK RAMOS TYP_CAL SIDEWALK ADOPTED „ CITY OF R FrCN + + STANDARD PON? :.ST DATE: Oz/04 DWG. NAME: F007 SP PAGE: FC07 CEMENT CONCRETE V21 R. 1"R - SIDEWALK RAMP VARIES OR LAHCiNG FROM --� 6" TO D L ' 3U9" PREMOLDEC JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS - FACE OF ADJACENT CURB 6112"� SEE• DEPRESSED CURB DETAIL THIS SHEET 1:24 I ' TOP OF �- - tr2" R. ROADWAY a n . • P is I o f 1 -67 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN IDQ FACE OF CURB 6 1r2" y 112'R. - - 1" R. I , FACE OFADJACENT CURBS f c TOP OF r ROADWAY GUTTER SURFACE - 1'R. - ' ° � s 1115• • a 1 f T CEMENT CONCRETE ' TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES, 1. See standard plans 102 and 10 1. 1 for curb expansion and contra clIon joint spacing. 2- Not uSed- 3. For Depressed Manolllhic Driveway Curb S Gutter Section. See Standard Plan 104.2 S. + PUBLdC WORKS DEPARTMENT GEMENT CONCRETE CURBS PRTDED- LAN - 101 Im Gro zlF+lmerrnan. Pu bl is Works AdminkSVatcr QM o DJ a p O C\ O O W Z rococo � Q (�i1 '^ co 2 O W C7 W > W cc w Das LU ZO f W z ozz CC �¢ O CC Q Li Z z o CL W W W o ~ z W cr_ W 01I O S AMES CF WASE j �Q 38285y� 1sTEg� SjONAL V/ Q J Lu C0 = ®a 1 1'� C LU JLLQ Waft J W �C Ln Ln O M c� M d" Ln N X (1 ro O LL ■ V V)0 X N LLL Z O ■ r N M M WLir ry N 4 a : a �O In I LL O O > In EooC O b�AN 0,10t O C- s oo s ■ Z Q N G\ W "CZ W VZ_ O � Cz N U U 2 ■ W � m 'c v1 LU O Z Ln .NOB NO. 15615 DATE 07 12 2016 SCALE NONE DESIGNED ORO DRAWN ORO CHECKED TJR APPROVED CJA SHEET CS.O FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION, M & H 929, MUELLER SUPER CENTURION 200, AND WAIEROUS PACER WITH 6` MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALUE OPENING. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNEC110N CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 1-1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT NO. 5780-563 DIN ACRYLIC CLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED - MIN. 18" TO 20' BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3SIDEWALK THAT 15 ADJACENT TO CURB 4.875" x 5" STORZ VxVx6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK 2" CONCRETE SIDEWALK OR PLANTING STRIP CONCRETE r THRUST BLOCK 16' x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 �6 36' MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CAR -TEM STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE, PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK - X17 6 I' �( I LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL + ■ + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 =`� r DEPARTMENT MARCH 2010 WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK ANO MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDTITON OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / AP WA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTDN. A SET OF CITY APPROVED PLANS SHALL BE KE PT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 -800 -424 -SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM I M P ROVE MENTS S HALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWAC 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSIJAWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MILBLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PERAWWAC105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL 8E COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED ANO POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SP ECI F ICATI DNS AN D SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINIS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL 5UPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT J BLOCKING FOR TESTING AND PURITY ACCE PTANC E. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTI NG. S. HEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL 8E DISINFECTED, FLUSHED, ANDTHEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PU0LIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE 0 EPARTM E NIS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSA RYADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ♦ 1 �7Vr 'I ♦ PUBLIC woRl.s WATER PIAN GENERAL. NATES BTD PLAN - 300 0 DEPARTMENT MARCH 2010 FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON It v 0. :-1 CAP 22-1/2" BEND 1p TEE 45' BEND r� 90' BEND THRUST BLOCK REARING AREA IN SOLARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL RENDS FIRM SILT OR �7 PROPERTY LINE WITH 12' SOIL FIRM SILTY SALAD COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' RD' 45' BEND 11 1/'I' 90- 45- BEND 11 1 4' FITTING BEND TEE CAP OR RUG & 22 112' BEND TEE CAP OR PLUG 22 1/2- FEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4' 7.0 4.2 4.2 1.7 2-9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6 13.3 3.4 9.4 3.8 6.7 d.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 15.7 15.7 6.7 11.7 8.4 &4 3.4 8.8 5.3 6.3 2.5 12■ 53-❑ 37-5 37-5 15-0 26-5 18.8 18-8 7-5 2].] 54-G ld.❑ 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-17 MIN. COVER FOR WATERMAIry _ESS THAN 12". 4'-0" MIN. COVER FOR WYATERMAIN 12. OR GREATER, O MAX- HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) ■ OA. PIPE + 1.0' rmIST e�aa ec IEA REFERS 70 ICE OF BLOCK NI IN SWPRE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOS TYPES DIFFERENT THAN SHOM SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN RACE AGAINST UNDISTURBED NATIVE GROUND. a ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER ON. I DAY. PRESSURE TESTING SHALL OCCUR AFTER CCNCRETE HAS REACHED NOMINAL COmPRESSItE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. " PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 "■ + :+ DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 12' MI 18' W SEE PLAN VIE WATER SECTION A -A 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WTH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER UD AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) -------- I 9" MIM 12' MAX FINISH GRADE 7IIN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT 3j �7 PROPERTY LINE WITH 12' �0 W • LONG COPPER TAILPIECE. W VALVE BOX LID WITH aI SID -WALK OTY PPM PRIVATE PIPtlsG - ¢ s TOUCHREAD WATER �a METER TO BE SUPPLIED BY THE 12 ` a 5E" VIN COVER ~ CITY TYPE 'K" SOFT "Who 22-1/2' COPPER TUBING MEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4' OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG >e COMPRESSION COUPLING ' L LOOP DOWN TO CENTERUNE OF WATER MAIN TO PROVIDE SLACK IN COPPER/ -COPPERS ETTER FOR 5/8"x314" METER: FORD SERVICE LINE TO METER. V91-172 -15W -44-33G, OR MCDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND CORPORATION STOP WITH BALL VALVE. FCRD SINGLE CHECK VALVE ON OUTLET COPPERSEl7ER FOR 1" METER_ FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOINT McOONALD BRASS: 21-415WC6044, OR MUELLER: 1-0-2470-2 (3/4" F131000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F(31000 -4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET - ALL FITTINGS SHALL BE WITH OUICK JOINT. NOTE: ALL MEIER BOXES INSTALLE3 A:ITHI'J CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OL'(IAP C FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOJ[. A- A DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2' MIN, FROM NEAREST FF AND FRONT EDGE OF FIT LID I TYPICAL R13 NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, PUBLIC WORKS 4" AND 1" WATER SERVICE SM. PLAN - .320.1 ■ DEPARTMENT NOVEMBER 2CO9 �MINIMIN MIN MINI MIN VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG, ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN UNE VALVES OUTSIDE PAVED AREAS 38" 62" A$ 24" VALVE MARKER POST WHITE + ■ + PUBLIC WORKS VALVE BOX, MARKER & OPERATING SD' PLAN - 330.1 DEPARTMENT NUT EXTENSION MARCH 2010 *2" TO 6" CI OR CI 2" CLASS 'B' CRUSHED ROCK, FLOWAl SIR AS REQUIRED BY ENGINEER L 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN, 1' 1' 2.5' 1' 1' MIN IMIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG## HR -05, SP PAGE H032 S* 'ENTER LINE OR ANE LINE D SURFACING TOP COURSE TYFICAL TRANSVERSE ?ATCH FOR FLEXIB=,E ?AVEME'.T s. AEOPTED ..[TY O? RENTON + ` STANDARD 71AJTS LST DATB:02/05 06"G. :'AME: H032-1 SP PAGE: H032.1 �0 �c VALVE BOX LID WITH QCD \ \ CO a a EARS IN DIRECTION OF 2" SQUARE O O O w WATER MAIN AND WORD OPERATING NUT 2 J "WATER" CAST INTO IT Q � co CONCRETE COLLAR FOR Z O LVES IN PAVED AREAS 4-1/4" DIA. �'�A■� y w� 1/8 MIN. THICKNESS W cc NIECE CAST IRON VALVE W, U 2" CLASS 'B' FACE OF CURB OR X. RICH -SEATTLE TYPE 1" STEEL O w z O C) EDGE OF PAVEMENT OLYMPIC FOUNDRY LENGTH AS REQUIRED oz ww U 1/8" MIN. THICKNESS m Q Li z ¢o Q_ (c, 2-1/4" INSIDE MEASUREMENT vLui vL"i w w O W p Z LuLu cr- 2-1/4" DEPTH O 5 AMES � OF WA j f VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG, ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN UNE VALVES OUTSIDE PAVED AREAS 38" 62" A$ 24" VALVE MARKER POST WHITE + ■ + PUBLIC WORKS VALVE BOX, MARKER & OPERATING SD' PLAN - 330.1 DEPARTMENT NUT EXTENSION MARCH 2010 *2" TO 6" CI OR CI 2" CLASS 'B' CRUSHED ROCK, FLOWAl SIR AS REQUIRED BY ENGINEER L 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN, 1' 1' 2.5' 1' 1' MIN IMIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG## HR -05, SP PAGE H032 S* 'ENTER LINE OR ANE LINE D SURFACING TOP COURSE TYFICAL TRANSVERSE ?ATCH FOR FLEXIB=,E ?AVEME'.T s. AEOPTED ..[TY O? RENTON + ` STANDARD 71AJTS LST DATB:02/05 06"G. :'AME: H032-1 SP PAGE: H032.1 �0 �c QCD \ \ CO a a O O O O w 2 J Q � co Z O w� Q 5= �'�A■� y w� W cc W, U LI O w z O C) oz ww U O m Q Li z ¢o Q_ (c, ¢ vLui vL"i w w O W p Z LuLu cr- ck� O 5 AMES � OF WA j f 38285 ISTER� SjONAL L 1� Q uj v I cc cc cn ui C Ui Q J z L J W cc In In 0 M c� M d" N � X CN o 0 Ln N L.L Z O ■ N M C\ M M � W � � I N � LL o VxJ EKJ o c = r -,o N_= '11 _� 0 G s � Z C�"A � 0 i E 00 w VZ_ Z N U � m q `v 'c cn Lu z In JOB NO. 15615 DATE 07 12 2016 SCALE NONE DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CJA SHEET C6.O