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Home My WebLink AboutLUA-15-000024_Large Format.. CITY OF RENTON SKAGAN SHORT PLAT FILE NO. LUA15-000024 LAND RECORD NO. LND-20-0617 OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENlS THAT WE. THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION; THEREFORE DECLARE THIS MAP TO BE . THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SUBDIVISION IS MADE WITH THE FREE CONSENT . AND IN ACCORDANCE WITH THE DESIRES OF THE . OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. W.H. HUGHES JR. CO., INC .. A WASHINGTON CORPORATION WILFORD HUGHES, PRESIDENT STATE OF WASHINGTON~ss COUNTY OF KING 1 ON THIS. DAY PERSONALLY APPEARED BEFORE ME -------- ---------------·-TO ME KNOWN TO BE THE PERSON(S) THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON QA TH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. GIVEN UNDER MY HAND AND SEAL THIS DAY OF 20_. NOTARY PUBLIC IN AND FOR THE STATE · OF WASHINGTON RESIDING AT--------- APPROVALS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS \ APPROVED THIS ___ DAY OF --------• 2o_. CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF -------• 2<L...._. KING COUNTY ASSESSOR KING COUNTY ASSESSOR RECORDING NO. LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BILL HUGHES IN APRIL, 2016. BRYAN R. SHAW CERTIFICATE NO. 49290 PORTION OF THE SW 1/4, NE 1/4, SECTION 6, TWP. 22 N., RGE. 5 E., W.M. VOL/PAGE CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS PER OLD REPUBLIC mLE, LTD. PLAT CERTIFICATE ORDER NO. 5207142584 DATED OCTOBER 12, 2016. LOT 1, KING COUNTY SHORT PLAT NUMBER 1182029 (REVISION) RECORDED UNDER RECORDING NO. 8607010588, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER 793100005 EASEMENT TABLE PER OLD REPUBLIC mLE, LTD. PLAT CERTIFICATE ORDER NO. 5207142584 DATED OCTOBER 12, 201 6. rtEM NO, 2 RECORDING . NO. 8502261125 NOTE TERMS AND PROVISIONS CONTAINED IN INSTRUMENT (NOT LOCATABLE) 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 8607010588 ·. LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 TRACT A TRACT B TOTAL TERMS AND PROVISIOIIIS CONTAINED IN INSTRUMENT (NOT LOCATABLE) .. LOT AREAS 7,204 S.F. OR 0.165 ACRES +/- 7,020 S.F. OR 0.161 ACRES +/- 7,020 S.F, OR 0.161 ACRES +/- 7,020 S.F. OR 0.161 ACRES +/..;. 7,006 S.F. OR 0.161 ACRES +/- 3,205 S;F. Of~ 0.073 ACRES +/- 11,924 S.F. OR 0.274 ACRES +/- 50,399 S.F. OF: 1.156 ACRES +/- ADDRESS TABLE J •• I . 19706 TALBOT ROAD S; "RfNTON, WASHINGTON 98055 19700 TALBOT· ROAD S. RfNTON, WASHINGTON . 98055 19652 TALBOT ROAD S. RfNTON, WASHINGTON 98055 19646 TALBOT ROAD S. RfNTON, WASHINGTON. 98055 19640 TALBOT ROAD S. RfNTON, WASHINGTON 98055 I DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDMSION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR . OF ANY SUBDMSION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. DECLARATION OF COVENANT NOTE THIS SHORT PLAT IS SUBJECT TO THE •DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPs• AS RECORDED UNDER KING COUNTY RECORDING NUMBER --------- RECORDS OF KING COUNTY, WASHINGTON. RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF --------- 20_·_ AT __ M. IN BOOK OF-------"-- AT PAGE(S) AT THE REQUEST OF BRYAN R. SHAW. MANAGER SUPT. OF RECORDS PREPARED BY: TRACT NOTES A TRACT IS LAND . RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRmCAL AREAS, SURFACE WATER RETENTION, UTILITY FACILmES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. . TRACT A IS AN OPEN SPACE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 1 THROUGH 5, INCLUSIVE, OF THIS SHORT PLAT UPON RECORDING OF THE SHORT PLAT. SAID OWNERS ARE RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS . ASSOCIATED WITH SAID TRACT A TRACT B IS AN OPEN SPACE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE OWNERS Of LOTS 1 THROUGH 5, INCLUSIVE, OF THIS SHORT PLAT UPON RECORDING OF THE SHORT PLAT. . SAID OWNERS ARE RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT B. .· EASEMENT NOTES THE PRIVATE MUTUAL ACCESS EASEMENT SHOWN ON LOTS 1 & 2 OF THIS SHORT PLAT IS FOR THE BENEFIT OF THE OWNERS OF LOTS 1 & 2 OF THIS SHORT PLAT. SAID OWNERS OF LOTS 1 AND . 2 SHALL HAVE AN EQUAL AND UNDMDED INTEREST IN THE OWNERSHiP OF AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE MUTUAL ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS DRIVEWAY. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. THE PRIVATE MUTUAL ACCESS EASEMENT SHOWN ON LOTS 3 & 4 OF THIS SHORT PLAT IS FOR THE BENEFIT OF THE OWNERS OF LOTS. 3 . & 4 OF THIS SHORT PLAT. SAID OWNERS OF LOTS 3 AND 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE MUTUAL ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS DRIVEWAY. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. THE PRIVATE 1 O' PRIVATE . OPEN SPACE ACCESS EASEMENT SHOWN ON LOTS 4 AND 5 OF THIS SHORT PLAT IS FOR THE . BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 5, INCLUSIVE. SAID OWNERS OF LOTS 1 THROUGH 5, INCLUSIVE, SHALL HAVE AN EQUAL AND UNDMDED INTEREST IN THE OWNERSHIP . OF AND RESPONSIBILITY OF MAINTENANCE FOR THE PRIVATE OPEN SPACE ACCESS EASEMENT. THERE SHALL BE A 10' LANDSCAPING STRIP LOCATED IN THE EASEMENT. VICINITY MAP (NOT TO SCALE) S 200TH ST DEC 21 2016 LATEST REVISION: 12/16/16 PORTION OF: SW 1/4, NE 1/4, SEC. 6, TWP. 22 N., RGE. 5 E., W.M. SURVEYING & CONSULTING 1336 57TH DRIVE SE, AUBURN, WASH. 98092 4SITESURVEYING@COMCAST.NET PHONE: 206-832-9158 CITY OF RENTON SKAGAN SHORT PLAT LUA15-000024 LND-20-0617 RENTON WASHINGTON DRAWN BY: RF DATE: 10/25/16 JOB NO.: 21616 CHKD BY: RGH SCALE: N/A SHEET: 1 OF 3 q· J CITY OF RENTON SKAGAN SHORT PLAT FILE NO. LUA15-000024 LAND RECORD NO. LND-20-0617 FOUND MON. IN CASE 4"X4" CONC. MON. L. WITH BRASS bl.SC/PUNC.H CENTER OF SECTION 6 (VISITED JUNE, 2016) ---1v--........,_£ 799.45' LOT 16 LOT 15 FOUND MON. IN CASE 4"X4" CONC. MON. WITH COPPER NAIL (VISITED JUNE, 2016) I ', j 1' PORTION OF THE SW 1/4, NE 1/4, SECTION 6, TWP. 22 N., RGE. 5 E., W.M~ VOL/PAGE LOT 4 LOT 18 S 200TH ST CITY OF RENTON, KING COUNTY, WASHINGTON FOUND MON. IN CASE 4"X4" CONC. MON. h'L ""'io'\.----WITH COPPER NAIL .C-/ I (VISITED JUNE, 2016) I I /Jo• f S 89'35'38" E I :Jo• 31.25' t--r-~---95-.00-.. ---~-~, ---------- ;' TRACT A 1 LOT 5 LOT 4 LOT 3 LOT 2 (N 75·2a•55• W 2.55'-P) N 75·04'34• W 2.52' 2,615"]3• -- LOT 1 8 1,816.08' PREPARED BY: FOUND MON. IN CASE 1 /8" BRASS PIN IN 4"X4" CONC. MON. DOWN 1.0' IN CASE CITY OF RENTON CONTROL POINT # 1872 FOUND MON. IN CASE 1 1/4" DOMED BRASS DISC WITH PUNCH MARK STAMPED "WRA 1 7 364" DOWN 0.4' IN CASE (VISITED JUNE, 2016) CITY OF RENTON CONTROL POINT #1875 \ I I I I I I I I I I I PORTION OF: I Ii IO!. I I I I I I I I \ I \ ~s- 1 1" 60' O' 60' 120' --------- BASIS OF BEARINGS IS CITY OF RENTON NAD83/91 CITY f1875 TO CITY #1872 = N 01"48'26" W TAX PARCEL No. 7931000058 TOTAL SITE AREA= 50,398 S.F. OR 1.157 ACRES +/- LEGEND P . -K.C.S.P. REC. NO. 8607010588 COR -CITY OF RENTON + • SECTION CORNER I -QUARTER CORNER QI) • FOUND MON. IN CASE 0 • FOUND PROP. COR. AS NOTED e • SET 1/2" I.R. W/CAP f49290 @ • SET TACK IN LEAD SURVEY MEETS OR EXCEEDS THE REQUIREMENTS or w/tC 332-130-090. EQUIPMENT USED: 5" TOTAL STATION. SURVEY METHOD: FIELD TRAVERSE. RELATIVE POSITIONAL TOLERANCE Of' SET CORNERS: +/.;.0,1' LATEST REVISION: 12/16/16 SW 1/4, NE 1/4, SEC. 6, TWP. 22 N., RGE. 5 E., W.M. SURVEYING & CONSULTING 1336 57TH DRIVE SE, AUBURN, WASH. 98092 4SrrESURVEYING@COMCAST. NET PHONE: 206-632-9156 CITY OF RENTON SKAGAN SHORT PLAT LUA15-000024 LND-20-0617 RENTON WASHINGTON DEC 2 i ?n1f; DRAWN BY: RF DATE: 10/25/16 JOB NO.: 21616 CHKD BY: RGH SCALE: N/A SHEET: 2 OF 3 -J CITY OF RENTON SKAGAN SHORT PLAT FILE NO. LUA15-000024 LAND RECORD NO. LND-20-0617 LOT 16 LOT 15 I I LOT 3 LOT 4 LOT 18 I I I ~· I I ao• I PORTION OF THE SW 1/4, NE 1/4, SECTION 6, TWP. 22 N., RGE. 5 E., W.M. VOL./PAGE I I CITY OF RENTON, KING COUNTY, WASHINGTON I ~~~\) ~~v- i Jo· <> 8 t (EAST 94.99' -P) --S 89'35'38" E 95.00' I I LOT 5 LOT 3 ,,7.oo· 1 O' STORM DRAIN EASEMENT REC. NO. ____ _ LOT 1 , OPEN SPACE ~~!1 TRACT B (N 75'28'56" W 2.55'-P) N 75'04'34" W 2.52' I I I PRIVATE 10' OPEN SPACE ACCESS ESM'T. LOT 1 8 PREPARED BY: SURVEYING & CONSULTING 1336 57TH DRIVE SE, AUBURN, WASH. 98092 4SITESURVEYING@COMCAST. NET PHONE: 206-832-9158 PORTION OF: LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 TRACT A TRACT B TOTAL ! -•- I 1" 40' 40' ----80' ----- BASIS OF BEARINGS IS CITY OF RENTON NAD83/91 CITY #1875 TO CITY #1872 = N 01'48'26" W TAX PARCEL No. 7931000058 TOTAL SITE AREA= 50,398 S.F. OR 1.157 ACRES +/- LEGEND P = K.C.S.P. REC. NO. 8607010588 COR = CITY Of RENTON it = SECTION CORNER I = QUARTER CORNER 0 == FOUND MON. IN CASE O = FOUND PROP. COR. AS NOTED • = SET 1/2" I.R. W/CAP #49290 @ = SET TACK IN LEAD SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090. EQUIPMENT USED: 5• TOTAL STATION. SURVEY METHOD: FIELD TRAVERSE. RELATIVE POSITIONAL TOLERANCE Of SET CORNERS: + /-0.1' LOT AREAS 7,204 S.F. OR 0.165 ACRES +/- 7,020 S.F. OR 0.161 ACRES +/- 7,020 S.F. OR 0.161 ACRES +/- 7,020 S.F. OR 0.161 ACRES +/- 7,006 S.F. OR 0.161 ACRES +/- 3,205 S.F. OR 0.073 ACRES +/- 11,924 S.f. OR 0.274 ACRES +/- 50,399 S.F. OR 1.156 ACRES +/- EASEMENT LINE TABLE LINE BEARING DISTANCE EL1 S 73" 19'58" E 36.00' EL2 S 16'40'22" W 18.13' EL3 S 73'19'38" E 23.00' EL4 N 16'40'22" E 28.13' EL5 N 16'40'22" E 23.87' EL6 N 73'19'38" W 23.00' EL7 S 16'40'22" W 13.87' EL8 N 73'19'58" W 36.00' EL9 S 73'19'58" E 38.00' EL10 S 16'40'22" W 13.75' EL11 S 73'19'57" E 21.00· EL12 N 16'40'22" E 23.75' EL13 N 16'40'22" E 23.75' EL14 N 73' 19'57" W 21.00' EL15 S 16'40'22" W 13.75' EL16 N 73' 19'58" W 38.00' LATEST REVISION: 12/16/16 SW 1/4, NE 1/4, SEC. 6, TWP. 22 N., RGE. 5 E., W.M. CITY OF RENTON SKAGAN SHORT PLAT LUA15-000024 LND-20-0617 RENTON, WASHINGTON DRAWN BY: RF DATE: 10/25/16 JOB NO.: CHKD BY: RGH SCALE: N/ A SHEET: DEC 21 2016 21616 3 OF 3 w ~ <( z 1-u w ---0 0 °' [L ~ [l!JI ©! :1 w \ ~ ---- ~ ~ ~ ~ 8' WIDTH FRONTAGE LANDSCAPE STRIP-lYP,--,&-.. PER CllY OF RENTON ADMINSTRATIVE SHORT PLAT REPORT & DECISION LUA11-089 DATED 02/03/2012 I j ~ I I ~~ 5' WIDTH SIDEWALK-lYP. PE t+----1!1--- APPROVED CITY OF RENTON STREET M~Tio, OA1EO 06/07 /~-1 ~1 -• BEGIN ROCK WALL A MINIMUM _..--OF 3' BEHIND R.0.W. I I LARGE MATURING STREET TREE-lYP. REFER TO SHEET LA-02 FOR SPECIES I I SODDED OR HYDROSEEDED LAWN-lYP. I PLANT GROUNDCOVER A MINIMUM OF 5' IN WIDTH ADJACENT TO DRIVEWAYS PER CllY OF RENTON r/),0"" ----TREES, SHRUBS AND GROUNDCOVER --~11 WITHIN 1 O' ON-SITE LANDSCAPE BUFFER ALONG TALBOT RD. S. AND S. 198TH PL.- lYP. REFER TO SHEET LA-02 FOR SPECIES I / I I '\' ./ '\' I\ I')'' I "' I \ :" I \ ' I I \ I I I / I I I / I I \ 1',~7 ') / I I I ...•.. _. I _J_ • I I .· ,. ···t / i:·:i' :··. ~-"/ _. ..... :.:· :~~ .tt-n~ I I I / / " \ I '-~--/ I • I 0 0 N I I I I I I I I I I I I I I I I - I I I I I I I I --I / / I / I / 'l / I / v / , I / I I ·; I j - '---EXISTING SIGNIFICANT TREE TO BE SAVED- TYP. REFER TO TREE RETENTION PLAN, SHEET LA-03 "---RETAINING WALL-lYP. \ \ I REFER TO CIVIL PLANS. "---1 O' WIDE LANDSCAPE STRIP- CONSISTENT WITH 1 O' FRONT YARD LANDSCAPING \ \ \ \ I / I i1<~ \ \ I • / / I I / / I I ,/ - I I I I I :,, <v I I '----/ I ;;;;,""'.'y / / / / /----.... /--,, ... ' 5 7 /( -, I 8 NO. REVISION iblmlllllm--i! • "' N / I ::} <v I ' I I ---·oi~ - -- S. 198TH PLAC SURVEYED: 22 014 LDK DESIGNED: LDK 8 12 LOK 2015 9 2 2015 DRAWN: LDK LOK CHECKl:;D: BY DATE APPR APPROVED: I SCALE: I \ \ CE 1"=20' ONE INCH AT FUU. SCALE If NOT ONE INCH SCAL£ ACCORDINGLY varrtcAt.: NAVD 1988 HORIZONTAL.; NAD 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. 20 10 SCALE:1 "=20' 0 20 40 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE EX. UTILITIES BEFORE CONSTRUCTION BEGINS. UNKNOWN STATE OF WASHINGTON REGISTERED yJJ;=APE ARCHITECT = 11 k«A.tma///._ LEANNE D. KUHLMAN CERTIFICATE No. 743 CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ ---------Date __ ---------Date __ OAlE: 2016-12-2 «:;nrw ©IF IRl~rNJu©rNJ w ~~~irNJ@u©rNJ FlELDBOOK; PAGE, DRAWING NO: DEC 2 1 zo:s LA-01 SHEET: OF: 1 3 A-NNNNAA •. w 2 <( z f--- (.) w -:, 0 Ct' 0.. 8' WIDTH TALBOT ROADS. FRONTAGE PLANTER STRIP LEGEND BOTANICAL/COMMON NAME SIZE 2" CAL. D SODDED LAWN BY JB INSTANT LAWN OR EQUAL 1 O' WIDTH ON-SITE PLANTER STRIP PLANT LEGEND BOTANICAL/ COMMON NAME '\,.,,~--Cornus kousa / CHINESE DOGWOOD Styrax _jgponlca / JAPANESE SNOWBELL (REPLACEMENT T~EE) 0--Hydrangea quercifolia 'Ruby Slippers'/ OAKLEAF HYDRANGEA G-=--Cornus sericea 'Flaviramea' / YELLOWTWIG DOGWOOD ®--Lavendula angustifolia 'Munstead' / ENG. LAVENDER G)>------Viburnum davidii / DAVIDS VIBURNUM 0--Pennisetum alopecuroides 'Hameln' / HAMELN FOUNTAIN GRASS 0 Erica cornea 'Springwood Pink' / SPRINGWOOD PINK HEATHER 0 Festuca glauca 'Ovina' / COMPACT BLUE FESCUE Q Artemesia 'Powis Castle' / POWIS CASTLE ARTEMSIA ~ Lithodora diffuse 'Grace Ward' / GRACE WARD LITHODORA No symbols shown GROUNDCOVER: Plant in all available spaces where there are no shrub plantings or other groundcover specified. Arctostaphylos uvo-ursi / KINNIKINNICK LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. SIZE 1" CAL. 2" CAL. 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 2 GALLON 5 GALLON 2 GALLON 2 GALLON 2 GALLON QUANTITY 9 QUANTITY 8 4 20 17 92 49 24 86 31 126 AS REQ'D AS REQ'D 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 3" DEPTH MEDIUM/COARSE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE A TIENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MA TERI AL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. WHERE MASS PLANTINGS ABUT A HARD EDGE BEGIN FIRST ROW WITHIN 8" OF HARD EDGE 11. ALL MASS PLANTINGS ARE CONTINUOUS THROUGHOUT PLANTING BED. IF NO SYMBOL IS SHOWN, REFER TO PLAN NOTE AND/OR PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERSEDES SYMBOLS SHOWN ON PLANTS. CONTRACTOR IS RESPONSIBLE TO REVIEWING PLAN SET AND CLARIFYING ANY QUESTIONS PRIOR TO BIDDING. 13. STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. 14. ALL TIREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN HEAVY SOILS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE PLANTING DETAIL THIS SHEET. 15. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 16. STREET TREES NEAREST INTERSECTIONS SHALL CONFORM TO LOCAL SIGHT DISTANCE REQUIREMENTS. 17. INDIVIDUAL HOMEOWNERS ARE RESPONSIBLE FOR WATERING THE STREET TREES AND PLANTINGS ON THEIR LOTS. 18. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 19. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE-STAKED PER THE DETAIL. AT NO ADDITIONAL COST TO THE OWNER 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. NE 1/4, SEC. 6, TWP. 22N., RGE. 5E., W.M. COMMENTS FULL, BALANCED BRANCHING, B&B (LARGE TREE PER COR APPROVED STREET TREE LIST) COMMENTS FULL. VIGOROUS FULL, VIGOROUS FULL, 42" MIN. HEIGHT FULL, 42" MIN. HEIGHT FULL, BUSHY FULL, BUSHY FULL, VIGOROUS FULL, VIGOROUS FULL, BUSHY FULL, VIGOROUS 12" O.C. TRIANG. SP. 24" O.C. TRIANGULAR SPACING CONTINUOUS WITH THE FIRST ROW STARTING NO MORE THAN 8" FROM EDGE OF SIDEWALK OR EDGE OF R.O.W. 5 7 ' FINISH GRADE 18' MIN. 2x ROOTBALL WIDTH STAPLE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL ,,-----PRUNE DISEASED AND BROKEN BRANCHES ~---HOSE AND WIRE TIES, SEE DETAIL ABOVE ,,---2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND ---REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP . ----WATERING BASIN ---2' SETILED DEPTH FINE GRADE BARK MULCH ;,il;i;--AMEND NATIVE SOIL WITH 6' DEPTH 3-WAY MIX TOPSOIL 'I'---SLOW RELEASE GRANULAR FERTILIZER (OSMOCOTE OR EQUAL) SCARIFY PIT SIDES AND BOTIOM "'-'----I.--FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING NOTTO SCALE EQUAL SPACING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOTTO SCALE 1"=20' ONE INCH VERTICAL: NAVO 1988 HORIZONTAL: NAO 1883/1991 1----1-------------------11-----1----1----i CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APP""''°' I 2"MAX. -:J STAPLE TREE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL '----PRUNE DISEASED AND BROKEN BRANCHES 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR ~ TO PREVAILING WIND '\ •'------HOSE & WIRE TIES, SEE DETAIL ABOVE ---REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. INSTALL ''TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER THAN IN NURSERY WATERING BASIN AMEND NATIVE SOIL W/ 6" DEPTH 3-WAY MIX PLANTING SOIL UNDISTURBED GROUND 12' MIN. FOR WOOD STAKES & 1 B" FOR REBAR --2" SETILEO DEPTH FINE BLEND BARK MULCH --FERTILIZER TABLETS (4-21 GRAM-20-10-5) ~-SCARIFY PLANTING PIT SIDES AND BOTIOM ~~f.l....-5• DEEP, FIRM, NATIVE SOIL MOUND __ 2_x_RO_O_T_B_AL_L_w_1D_T_H ___ ..;"'-1N HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL PLANT 1' HIGHER THAI-----, IN NURSERY FINISH GRADE 6" NOTTO SCALE /:oo"'-s,--PRUNE DISEASED AND BROKEN BRANCHES 2" SETTLED DEPTH FINE GRADE BARK MULCH ·;~"'*--FERTILIZER TABLETS (4-21 GRAM-20-10-5) AMEND NATIVE SOIL WITH 6' DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY '-!----FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL CITY OF RENTON Planning/Building/Public Works Dept. NOTTO SCALE NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF WASHINGTON REGISTERED yj;;,NDSCAPE ARCHITECT /;7/M&~i(/_ LEANNE 0. KUHLMAN CERTIFICATE No. 743 CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ ---------Date __ ---------Date __ DATE, ~ll{./!\\JGl~IMI !!Ii IL©1r ~IHl©IJ'il1r IJ'l!L~ 1r ©11/'W ©IF IJ'il~INl1r©INI 2016-12-2 F10..0BOOK, PAGE: w ~~IF(J!INJ~1r©INI o:=.c 2 1 'I ' DRAWING NO: LA-02 SHEET: Of, 2 3 A-NNNNAA w 2 <l'. z f-u w --, 0 0-: Q_ ..... TEMPORARY CHAINLINK --11--11 PROTECTION FENCING- REFER TO TREE PROTECTION MEASURES THIS SHEET-TYPICAL SYMBOL l"""l#'I __-EXISTING TREES TO BE ...,,. REMOVED-TYPICAL ,- SYMBOL I ~I EXISTING UTILITIES- TYPICAL I I I I i 2" CAL. MIN. REPLACEMENT TREE-REFER TO SHEET LA-02 FOR SPECIES I 1/ I NE 1/4, SEC. 6, TWP. 22N., RGE. 5E., W.M . TREE PROTECTION MEASURES PER CITY OF RENTON City of Renton 10 0 NO. SCALE:1 "=20' \ \ \ \ \ 20 \ \ \ X x\ \l REVISION 40 TREE PROTECTION MEASURES FOR ALL RETAINED TREES: A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. 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 TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1 ") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. EXISTING TREE LEGEND 30@ DOUGLAS FIR, PINE OR CEDAR (TO BE RETAINED) 10"(()) '-._/ . MAPLE, ALDER (TO BE RETAINED) -FDRIPLINE / . 10" ' ) EXISTING ON-SITE DECIDUOUS SIGNIFICANT \ / TREE (6" DBH MIN.) TO BE REMOVED- -.... -TYPICAL SYMBOL EXISTING ON-SITE EVERGREEN SIGNIFICANT TREE (6" DBH MIN.) TO BE REMOVED- TYPICAL SYMBOL ,---EXISTING TREES TO BE SAVED SHALL BE FENCED. REFER TO TREE PROTECTION MEASURES PER CITY OF RENTON, THIS SHEET. REFER TO SHEET PN-02 FOR CHAINLINK FENCING DETAIL. SUINEYED: K LOK DESIGNED: LOK LOK DPAWN: LOK LOK CHECKED: BY DATE APPR APPROVED: ~--,..,_ .. ., -,-. ONE INCH AT FUI.L SCALE If NOT otJE INCH SCA!.£ A-CCORDINOLY' TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter 1 on project site: 1. 72 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 0 trees Trees in proposed public streets O trees Trees in proposed private access easements/tracts 1 trees Trees in critical areas 3 and buffers O trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. 1 tree 71 trees 4. Next, to determine the number of trees that must be retained 4 , multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 21 trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4: 5. 19 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. 2 trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. 24inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. 2 inches 9. Divide line 7 by line 8 for number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) 1· Measured at chest height. 9. per tree 12 trees 2 · Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3· Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4·3-050 of the Renton Municipal Code (RMC). 4· Count only those trees to be retained outside of critical areas and buffers. 5-The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 6 Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained an site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. NUMBER OF PROPOSED REPLACEMENT TREES PROVIDED (2" CALIPER MIN.)= 13 REFER TO LANDSCAPE PLAN SHEET LA-01 AND LA-02 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE EX. UTILITIES BEFORE CONSTRUCTION BEGINS. UNKNOWN CHECKED FOR COMPLIANCE TO CITY STANDARDS flaOBOOK: DEC 2 1. ; . PAGE, PAA.WING NO: Planning/Building/Public Works Dept. LA-03 SHEET: OF: 3 3 A NNNNAA w = 2 © <( z gJJ f-= 0 @ij w I}= -:, 0 "' ~ (L © = @ij = IQb = 6 © Js !.!!ii) s @l) ©fv @ij ~ !.!!ii) I- °' -~ "' "' ~ ::, < "' "' 0 -• " 0 N ,, co " --~ < Cl " "' [': 0 .J a. --; T 7 -1 (( 11- ,1 i• _f--...i!.... J,_ J )' }-/ ...L...! nn J ) /'-----..,,,; T /I ;Tl j ._.,,. / / ./ .JL ... L . ...l _L -----"---- 0 '-_,, i T -' ,( I T _j__j LJ -1 4 (~\ ?:. ,J v 1[y~-ir ~1- , ,;/,., I __ / _'.,:/ .. ···_.:. /:Y '/..;,;W ; ,/,1.,/ .. .:"''1 -"----"' -'----"---_..___,, 10 E ~~il\AI T ~ CIT Y OF RE NT CJ N, K l i\JG C(JUN TY, VV/\S H l l~G I O~J \ / -'~ / I _/_ ~'--///--~ _JJ___ -- 17~ I I,,-", \ ----~----a _____ ,.,, _i __ -lJ __ L_\ _____ --lJ _____________ _ --.......... ,)]. . ..... ,, _________ Sf' -e-- Cl --x-- -HVF------HVF--- ' ' ~ ~ ~ FOUND REBAR AND CAP EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN EXISTING FIRE HYDRANT EXISTING WATER VALVE EX ISTING UTILITY POLE EXISTING TREE (CONIFEROUS) EXISTING TREE (DECIDUOUS) EXISTING WATER/POWER METER EXISTING WETLAND PROPOSED STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN MANHOLE PROPOSED WATER METER SETTER PROPOSED WATER MA IN FITTING/BLOCK WATILE CHECK DAM QUARRY SPALLS SILT FENCE HIGH VISIBILITY FENCE PROPOSED ROCKERY PROPOSED SPOT ELEVATION " " ~ ---ss-- ··-·--·': --w----- ---SD--- ---FILL--- ---CUT • PROPOSED EXTERIOR FOUNDATION ELEVATION PROPOSED TOP /TOE WALL ELEVATIONS 11-# --~ss ss,--1 [ > I -- t -- t : : - 9 " :fl ,1 I =u:------I ,i: I J ,=-= .:L :1 I I I I 1' n. p I' I I I I J, Ii --- 9 q: 'L __ ---: I I I , ' 1- , --=-:.J I I © --,fl I I I I I I I ~._-t;======= .... =========.m:========a:rl==========;1::,;=;;;-·,~- OP EN SPACE TRACT B - LE c; E l'I D SKAGEN -SHORT PLAT ---- PRO.JEC T SIT E MAF' SCAL[ 1 "=30' AMERICAN CONCRETE INSTITUTE MP MONITOR PORT ASPHALT NAD NOIUH AMERICAN DATUM I OPEN SPACE TRACT A I EXISTING RIGHT-OF-WAY LINE EXISTING EDGE OF GRAVEL ROAD EXISTING EDGE OF PAVEMENT EXISTING SAN ITARY SEWER LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE ACI ASPH CB CL/C-L co COMB CONC CPEP CCG DEC CATCH BASIN NAVO N01UH AMERICAN VERTICAL DATUM EXISTING OVERHEAD POWER/CABLE/PHONE EXISTING DITCH LINE EXISTING EASEMENT LINE EXISTING CONTOUR PROPOSED WATER MAIN PROPOSED STORM DRAIN LINE PROPOSED FILL LIMIT LINE PROPOSED CUT LIMIT LINE PROPOSED CURB AND GUTTER PROPOSED SANITARY SIDE SEWER PROPOSED INFILTRATION DRYWELL PROPOSED ASPHALT PROPOSED POROUS CONCRETE PROPOSED CONCRETE D.L DR EA ELEV EX FH HORIZ IE LF LT CENTERLINE NGVD NAflONAL GEODETIC VERTICAL DATUM CLEANOUT NO NUMBER COMBINATION oc ON CENTER CONCRETE POR POROUS CORRUGATED POLYETHYLENE PIPE PROP PROPOSED CONCRETE CURB AND GUTTER PVC POLYVINYL CHLORIDE DECIDUOUS R RADIUS · DUCTILE IRON PIPE R.0.W. RIGHT OF WAY DRIVE RD ROAD EACH RT RIGHT ELEVATION SD STORM DRAIN EXISTING SSMH S/>,N ITARY SEWER MANHOLE FIRE HYDRANT STA STATION HORIZONTAL TYP TYPICAL INVERT ELEVATION VERT VERTICAL LINEAR FEET WM WATER METER LEFT 3 2 1 WV WArER VALVE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ______ _ DATE----~ BY: ______ _ DATE ___ _ BY : ______ _ DATE: ___ ~~ BY: ______ _ DATE· ___ _ REVISIONS PER CITY REVIEW COMMENTS -NOV, 13, 2014 REVIS IONS PER CITY REVIEW COMMENTS -OCT. 14, 2014 REVIS IONS PER CITY REVIEW COMMENTS -JULY 29, 2014 SB SB SB 11/2014 10/2014 8/2014 SURI/EYED: AXIS DESIGNED, JRT S. BEIER JRT DRAWN: S. BEIER JRT CHECKED: I J_ TUTTLE \ \ SCALE: ,_, IT ----------~-NO. REVISION BY DATE APPR APPRO\IED: J, TUTTLE r-lJR'1 EY l'l(.lT '-.. ). \\ . \ ., c.'.) BASIS OF BEARINGS: HELD N01"48'26"W BETWEEN CITY OF RENTON CONTROL POINTS #1872 4"X4" CONG MONUMENT DOWN LO' IN CASE AT THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. AND CONTROL POINT #1876 (AKA, W. Y.i CORNER SEC. 5 T22N R5E., W.M.) A 1-1/4" DOMED BRASS DISC WITH A PUNCH 0.4' DOWN IN CASE AT THE INTERSECTION OF S.E. 200TH STREET AND 100TH AVE. S.L OR IGIN A TING BENCHMARK: F'i A.T IIOT ES 1) OR IGINAL LO T SIZE ~ 50,398 SF HELD CITY OF RENTON CONTROL POINT #1927 A CONCRETE MONUMENT AND CASE IN GRAVEL SHOULDER 3.9' WEST OF WEST EDGE OF ASPHALT OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND STREET. 2) AREA TO REMAIN AS OPE N SPACE = 15,134 SF 3) AR EA TO BE PARCELED INTO LOTS ~ 35 ,264 SF 4) DISTURBANCE AREA WITHIN LOTS = 35,264 SF 5) PERC ENT OF SITE DISTURBED = 70.0% 6) PER CENT OF LOT AREA DISTURBED ~ I 00.0% VERTICAL DATUM: NAVD88. ELEVATION: 127.70' SITE SPECIFIC BENCHMARK: ~ TBM #1 = CHISELED "X" ON S.W. TOP BONNET BOLT OF FIRE HYDRANT EAST SIDE OF TALBOT ROAD, APPROXIMATELY 12' SOUTH OF SOUTH PROPERTY LINE OF SITE. ELEVATION:213.79' COr-sJTt,C T DA.Tl\ OWN ER /APPLI CANT MI CHAEL JOH N SKAGEN LAU RA LYNN SKAGEN 12050 SE 178TH STREET RENTON, WA 98058 ~ TBM #2 = TOP OF RIM ON SDCB #1133, WEST SIDE OF TALBOT ROAD SOUTH, APPROXIMATELY 19' SOUTH AND 55' WEST OF NORTHWEST PROPERTY CORNER. ELEVATION : 187.32" LEGAL DESCRIPTION (425) 235-7 508 PLAN NE R PHI L KITZES PARCEL DATA SITE ADDRESS: 197XX TALBOT ROAD SOUTH RENTON, WA 98055 LOT 1. KING COUNTY SHORT PLAT NUMBER 1182029 (REVISION) RECORDED UNDER RECORDING NUMBER 8607010588, IN KING COUNTY. WASHINGTON. PK ENTERPRISES 23 035 SE 263 RD STREET MAPLE VALLEY, WA 98038 (206) 227-7445 PARCEL NO.: 793100-0058 PARCEL SIZE: 50,398 S.F. (1.157 AC) (PER TITLE REPORT BY FIRST AMERICAN TITLE COMPANY DATED AUGUST 5, 2011, 7: 30 A.M, CIVI L ENGINEER JOHN R. TUTILE, P.E. TUTILE ENGR. AND MGMT . 27 5 WEST RIO VISTA AVENUE SUIT E 1 SHT. NO. C-1 ZONING: RESIDENTIAL-4 (R-4) SHEET INDEX DESCRIPTION TITLE SHEET -- BUR LI NGTON, WA 98233 (360) 899-5953 C-2 EXISTING CONDITIONS/EROSION AND SEDIMENT CONTROL PLAN SURVEYOR STEPHEN PHILLI PS C-3 TEMPORARY EROSION CONTROL NOTES AND DETAILS C-4 HORIZONTAL CONTROL PLAN AXI S SU RVEY AND MAPPIN G 13005 N.E. 126TH PLACE K IR KLAND, WA 98034 ( 425) 823-5700 C-5 ROAD FRONTAGE IMPROVEMENTS PLAN LAN DSCA PE ARCHITECT LEAN NE KUH L MAN, ASLA BACKYARD BO TAN ICA L C-6 C-7 SITE IMPROVEMENTS PLAN SITE ,GRADING PLAN 2441 9 30TH AVENUE CT E SP A NAWAY, WA 98 387 C-8 PLA"1 ,IMPROVEMENT NOTES AND DETAILS (253) 84 6-98 78 C-9 PLAT IMPROVEMENT NOTES AND DETAILS ~ -.:-- '. •·q-e EROSION CONT ROL SUPE RVISO R SEL EC TION IS PE NDING C-10 PLAT 1,MPROVEMENT NOTES AND DETAILS C-11 PLAT lfv:F'ROVEMENT NOTES AND DETAILS ,. ' C-12 ' :.·"\. PROJECT SPECIFICATIONS ' f '-'. F'L AT UTll lT Y F'F/0\/I DE RS C-13 · PERVIQtJS CONCRETE SPECIFICATIONS ------- 1) PHONE/CABLE/INTERNET 1: CENTURYLINK (888,650.6750) 2) PHONE/CABLE/INTERNET 2: COMCAST (866,942.1341) 3) NATURAL GAS: PUGET SOUND ENERGY (888.225,5773) 4) POWER: PUGET SOUND ENERGY (888,225.5773) 5) REFUSE DISPOSAL: WASTE MANAGEMENT ( 425-430.6852) 6) WATER : SOOS CREEK WATER AND SEWER DISTRICT (253.630.9900) 7) SEWER: SOOS CREEK WATER AND SEWER DISTRICT (253.630,9900) COf\l Di TION S OF .AP PROV.AL THE SKAGEN SHORT PLAT IS SUBJECT TO THE FOLLOWING CONDITIONS: L THE FACE OF THE PLAT SHALL INCLUDE A COVENANT NOTING THAT R-8 ZONE SETBACKS APPLY ON THE CLUSTERED LOTS, THIS COVENANT SHALL BE RECORDED CONCURRENTLY WITH OR PRIOR TO THE RECORDING OF THE FINAL SHORT PLAT. 2. THE PROJECT'S LANDSCAPE PLAN SHALL DEPICT A I 0-FOOT WIDE ON-SITE LANDSCAPE STRIP WITH AN APPROPRIATE SPECIES OF TREE ALONG THE FRONTAGE OF THE SITE. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL SHORT PLAT RECORDING. \ 3, THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH CONDITIONS AS OUTLINED IN THE APPROVED STREET MODIFICATION ISSUED ON JUNE 7, 2011. 4, THE APPLICANT SHALL BE REQUIRED TO PLACE A NOTE ON THE FACE OF THE SHORT PLAT, REQUIRING GARAGES ON LOTS 1, 2, AND 4 TO ORIENT TO THE SOUTHERN SIDE YARD AND LOTS 3 AND 5 TO ORIENT TO THE NORTHERN SIDE YARD. THE NOTE SHALL ALSO INCLUDE LANGUAGE LIMITING THE NUMBER OF CURB CUTS FOR THE SHORT PLAT TO 3 CURB CUTS; TWO SHARED AND ONE SINGLE, THE NOTE SHALL BE RECORDED CONCURRENTLY WITH OR PRIOR TO THE RECORDING OF THE FINAL SHORT PLAT. 5. THE APPLICANT SHALL PAY AN APPROPRIATE TRANSPORTATION IMPACT FEE. THE FEE, AS DETERMINED BY THE RENTON MUNICIPAL CODE AT THE TIME OF PAYMENT, SHALL BE PAYABLE TO THE CITY AS SPECIFIED BY THE RENTON MUNICIPAL CODE PRIOR TO SHORT PLAT RECORDING. VICINITY MAP 6, THE APPLICANT SHALL PAY AN APPROPRIATE FIRE IMPACT FEE, THE FEE SHALL BE PAYABLE TO THE CITY AS SPECIFIED BY THE RENTON MUNICIPAL CODE PRIOR TO SHORT PLAT RECORDING. SW 1/4, NE 1/4, SEC. 6, TWP, 22N., RGL 5E., W.M. F'R ECOt's! ST RUCT IO ~I N O Ti Fi CA TIO t\i ~I OTE 1-BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 1 "=30' OOE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NA.VD 1966 HORIZONT.&J..: NAO 1983/1991 CITY OF REN TON Plan ning/B uilding /Public Works Dept. TUTTLE ENGINEERING AND MANAGEMENT 275 Wesl Rio \fi >l i , Su ~e l Burllr,1,tun, WA 98 23 3 I O: (360) 899-5953 e M:(:!60) 9ZD·JOJO E: JTUTILE@TUTILE·TEAM.COM ;§) ~ffi:, lGl ~ INl @ IL Q 1 ;§) lril Q IRl 1 IP IL ffe! 1 1 ffi:,[L ~(Q)1f" [gl(Q)ffi:,[Q) DATE : 1 1/18/201 4 FIEL0900K: PAGE• DRAWING NO: C-1 SHEET: OF: 1 3 JAN z O 20\5 -Clilf Of R'ENiON PLANNING DIVIS\OM w = 2 © <( z .@ f-= u (i@ w I}= -:, 0 b IY a. © = (i@ = 191 ~ © g:: WJ b @) lQjj) (i@ ~ WJ w " < z w ~ C: ~ !-' : SDCU1;i1 0 83 1:;:11,,1 -=20 2 . .:"JD ![ 12" COl'JC. OUT , :,J=c,2i_l{)_,:.5 I 'I ~ SDCU #l 14-3 f"\ltvl =19~\58 IE 12 ·· ct,,]F! DU 1·. ~!--c-·19 2.50 IE 12" COHC. I[·{, S cco l'..)2 _(3J Sf";,C:8 ,f,111 33 R:f,,1 --~187.j 2 (SU I.JU UD) 1r: 12" Cf.AF' OU"i, ~-J cc·Hl3.7"; IE 1'.(' OAP 11'1, S= IS4.09 PROJECT BENCHMARK TBM#2, ELEV.-187.32 , SDCB#1 142 ,,' f"\lt,A"'-'179 .LC (::lOl..iD i.lD) I" IL i2" 0,1P OUT, N-=-0 176.-':'.·2' IE 12" CMP I',;, s,= 1 ?6.1'3 \t ' ; " ' ~--~~-........ MA® __ flP_T····OP ·-··-------~ ...... -.. ---,:-.-__ ~ ---u,.om 1111D ·aw tlUill ----.'&ltZ* ~ ~tt-. o&tlf!ii~'"l!!!-S ~ mw ftl\U'&&\!.!!11 2, !ZiE'i@ -___ ,,, -----······-----------------~----~,. -" Ul·'-----·••0·-···'•,·· --, -c0---------~-t r ··•••· . -OP-··-+-----GP ·-~--------·-OP --~------------OP-------------OP--~--~-----------· -----OP----- --.. .. ....... ......... :-: {i " " u o . . " ''' --·-·-·-·-· .. -··-··· ------------,· ... ,.,. ., " 602.70' LIM IT OF FRONTAGE DISTU RBA NCE ~~t---'---1 ,,,,,_,,,,, "'' \ ::> c··-~- . E1:~ .. S:UI_\/, _S"·'~~-,JlJ3}~ l ""'"-"'""'B3"'·'-· ... -~,---_, -· ·----·---...... t:X_ 12" CON C. CULV IE 1r,Jl..E. I, ~J=2H:J.131 IE rnnt.i::r·, S=/'.1:?.27 TO BE REMOVED SSMH #102 RIM=216.33 IE=209.29 -8" DI IN E. CTR CHNL=197.34 8" PVC . IN E 8" PVC. IN SW. 8" PVC. OUT N. .h' -,.-_. ' :.(· f • I .. l\ ij ,1 I '•',c ·'-.,. ' ' ,\ ' ' ' ,, :: "' <O u, 0, ' "" olw "! z ::J X w '<: _; ;, m-,,e--'\io: ----.---+-30' -+-- . '•,, :: .... : I ,,. ""' ' -------·-------···· ' .... :i:.. .. • ' ' • i ' CONTRACTOR SHALL INSTAL L SILT FEN CE AT ALL LOWER ELEVATIONS AS REQU IRED TO PREVENT SED IMENT FROM ENTERING PUBLIC STORM CONVEYANCE NETWORK. .PR OJECT BENCHMARK TBM#1, ELEV.-213.79 ENSURE ACCESS TO EXISTING FIRE 'HYDRA NT IS MAINTAINED DU RI NG ,,.CONSTRUCTION. ·, , ... , ' , :-: ' ' ' ' ' ' N16 '40'22"E (ME AS .) N16 '00'~ (PLAT) 1156.35' \ \ -----·----------------- 53.65' ~~ LIMIT OF FRONTAGE DISTU RBANCE ···Ill II _ ~. · 11 . ·: i ' . -II II ' ' '/ '"' " "-'· '· "A'·, ',C+'C-~ ·cc.~.-~C":'. Q ,:}~ . II r--f-'~Y ;// II ./ "~\'•i;,; i;. ' d, ___ ·····'..,,,,., . · · EX. s:· PVC ss · · · · '' ' · ,, , · . · -··· ... ·;;;.· ._ .. _~~-----~---E~·x"": -8~" :::.P:v;=c :s=s~==~:.. ... , ... , .......... ,, ·. ··_N1 '5:40·2=· .2:::"':::E:::_ 3=.0:::5:::.5:::6_=: s=.: ~-----,-,._ __ ...,.., _,.-~,/---'e,---•--i;;;-'r'---""· ./ --------/' ---ii;; // ·,~;;;---~~~--,,-,,.;.;;:.;.:, ... · ' '""'""= •..;;::_·~-----.. ,-,,' . ' ;,.... -~I -,)'ic'i:miil!ifl,Jl\).lb "mfi)W.,,.,,,,.· .\=x':==:==;;: ~;;:::::::Jt===-, ..... , ............ -· ··· --=--,-=:x";au'"'=',<'"'1•=-<•g=i,.,_~t=:l,\u,;_='")~i("='''-){"~,e~,----x~x -x'ih --· --x-=-~----···-· -X_~· -X X ~" X '""'~"'""' "_· =·x==-----x--X -. X~ ,-:,/; \_ ', ~.,}';(~_ '-.. \;:.-" h\;!J ', -l ( \ ;:.-"',V \, • :~ G;) ' · "'"'"'" ~, •~ o o ~ b . o • r (\! ,., ' • ' Q • 0 '.'" . ·/ ' ' RI M-200.93 x · 8" PVC . IN S. IE IN!_[T, f ;=·I J9 .E/; FE NCE AT ALL LOWER ELEVATIONS 8' PVC. OUT fl. IF OU1UT, '\=' 97 .16 AS REQUIRED TO PREVENT SEDIM ENT \_ ' ', TO BE REMOVED FROM ENTERING PUBLIC STORM ANTICiPATED GRADING , CONVEYANC E NETWORK. LI MITS FOR PLAT DRIVEWAY CTR CH NL=l 91 .. 62 EX. 12'" CM\•: C·.!l V CONTRACTOR SHALL INSTALL SILT JI.·.\ . PRESrnVE ANO PROTE CT NATIVE SO ILS AT CONSTRUC TI ON, TYP. > PROPOSED ROO F DRAIN INF ILTRATION I ZONE S TO BE STAKED PRIOR TO ANY LAND , , ZONES, TYP. SEE GENERAL NO TE 6 BELOW. 0 ' / > DISTURBING ACTIVITIES. CONTRACTOR SHA LL INSTALL CONSTRUCTION 'b , {·,., ENTRANCE PER CITY OF RENTON STANDARD ~--···,, '..">f\ DETAIL. SEE NOTES AND DETAILS SHEET ., Cl f....· 'FOR REF ER ENCE . PROV IDE 12"o CULVERT 0 ". I AT DI TC H AS REQU IRED TO MAINTAIN ~ Cl o· , J,,c,, L ,cc' ,~ , h , , EX IS TI NG STORMWATER CONVEYANCE. ~ , -, i::.,, . '•,· ·, ' T·~· .;;';~ .. , ......... , .. _.rt. · .... . 0' I/ "'It . ,,Si ~ ~~' > ' / I ' \ ' ' \ ·7 SSMH RIM=155± CTR CHNL-127 87 (PER SOOS CREEK WAT ER AND SEWER DISTRICT) INSTALL WATTLE CH°ECK ~:~ 10P~~~~IN~E~~c~: TIP. , .,,Ill>~'. LIMITS OF GR ADING AS PART OF INDIV ID UAL LOT CONSTRUCTION = PROPERTY LINE Q. :f ... ·-LIMITS OF GRADING AS PART OF .1 ..•.. , INDIVIDUAL LOT CON STRUCTION = . ' (·:_) . PROPERTY LINE l ·. , . ~ I LIM IT OF DIST URBANCE DURING OFF-SITE WATER MAIN IN STAL LATION. SUR FACE RESTORATION SHALL INCLUDE TOPSOIL AND HYDROSEEDING . ' ' ·, ' · HIGH VISIBILIT," FENC ING, , r TYP .• SEE NOTE 8. ·''" ... . ,, 'l _____ }'<tt<fl'' I IVF--+tvf ' . I IVF----tlV VF--+tVF--+tVF-=+t F---,-+,VF~···,-; --=.fiV'F--+t~~--HVF~---HI IV·e--+1V-~--t1VF-VF---,.,:::"c i ',. ---~---: ~: \ ' ~-· -~ ;_. --~--"·--···· > -·-\ ~-- ~:· '.,' \ PROPERTY BOUNDARY LIN E I I ,. , ,, ;-,: Ii ·· ... ,:..: I t •, I , .. )-. C, SSMH #122 17 RIM-234 .74 CTR CHN L-220 .1 2 8" PVC. IN E. 8" PV C. OUT W . .-.- I\IO lt. EX UTILITI E:3 A~E A ~PROX il!IAT E DIJLY. (;l,LI _ Pi I . 'lF"OR E J IGl~ll•J C N75"04'34"W 2.52' TUTILE ENGINEERING AND MANAGEMENT P 0. Bo, 1547, 8urli11gton, WA 98233 I 0 : (360) 899-5953 e M:1360) 920-!030 E: JfUTfLE @TUTHE·HAM COM PC T~JLE IJl•I <II C\1/1 " C:XISTli"(; .JT I 1·1c s BE FC:;:F C:'Jr,J<:-:;·-F;uc:·o i\. BEG I\JS. 3 2 NO. PFR \/IO US COI\ICRE T I 1. PROTECTION AND RESTORATION OF PERVIOUS PAVEMENT SURFACES: A) PROTECT ALL PERVIOUS CONCRETE SUBGRADE, AGGREGATE BASE MATERIAL, AND INSTALLED CONCRETE FROM ACCUMULATING SEDIMENT BY INSTALLING AND MAINTAINING EROSION AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN TOWARD THESE SURFACES. IF THE SUBGRADE OR AGGREGATE BASE SURFACES MATERIAL ACCUMULATE SEDIMENT DURl~!G CONSTRUCTION, THEY SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION AS DIRECTED BY TliE ENGINEER. RESTORATION SHALL INCLUDE REMOVAL OF SEDIMENT AND ANY SED IMENT-LADEN MATERIAL, AlsD REPLACED WITH EQUIVALENT MATERIAL B) PROTECT INSTALLED PERVIOUS PAVEMENT BY SHEETING PER THE PERVIOUS CONCRETE SPECIFICATIONS. C) PREVENT COMPACTING THE PERVIOUS PAVEMENT .SUBGRADE BY RESTRICTING THE COMPACTIVE EFFECTS OF CONSTRUCTION EQUIPMENT AND BY MINIMIZING ALL TRAFFIC IN PERVIOUS PAVEMENT AREAS, IF THE PERVIOUS PAVEMENT SUBGRAOE IS COMPACTED, RF.STORE THIS SURFACE TO A FULLY FUNCTIONING CONDITION, AS DIRECTED BY THE ENGINEER, BY OVER-EXCAVATING THE COMPACTED AREA. 0) POSTPONE EXCAVATION TO SUBGRAOE OF PERVIOUS SURFACES AS LONG AS FEASIBLE SO AS NOT TO EXPOSE THESE SURFACES TO COMPACTIVE FORCES AND TO MAINTAIN EXISTING INFILTRATION POTENTIAL SURVEYED: AXIS OESLGNED: REVISIONS PER CITY REVIEW COMMENTS -NOV. 13, 2014 SB 11/2014 JRT s. BEI ER REVISIONS PER CITY REVIEW COMMENTS -OCT, 14, 2014 SB 10/2014 JRT IJRA WN : s. BEIER REVISIONS PER CITY REVIEW COMMENTS -JULY 29, 2014 SB 8/2014 JRT CHECKED: J. TUTTLE REVI S IO N BY DATE APP R APPROVED: J. TUTILE SCALE : 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOROINGl.Y GE f\j [RA.L NO TES: 1. TOTAL SITE ACREAGE = 50,398 S.F. (1 .16 AC) 2. TOTAL SITE IMPERVIOUS AREA = a.a S.F. (0.00 AC) VERTICN.: NAVO 1988 HORIZONTAL: NAO 198J/1991 CITY OF RENTON Planning/Building/Public Works Dept. \ ~ h IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY•----~--- BY •-------- BY : _______ _ BY: _______ _ DATE, _____ _ DATE•------ DATE : _____ _ DATE: _____ _ i ' ~liZ~G ~INI @ ILIQl1r ~IKJIQl!Rlu fl IL&:\ u u &:I IL l8l IQlu IRl IQl"' [l) !E2;[!~1Ti INl t!3l tr;IQl INl IDlni IQl INl §/IE !Pl IQl§ I IQllNJ ffeli'Jl IDl §IEIDJ!I IEl'Jl1T ((;(Q)i'JlllPJ(Q)IL IP11Lffeli'Jl I I DATE : 11 /18/2014 flfLDOOOK: PAGE: DRAWI NG NO: C-2 SHEEf: OF: 2 13 A NNNNAA ________________ p£CEIVED JAN 2 0 2011 CITY Of lfftlJ'fCI PLANNING-DIVISION w = ::e © <( z Jg f-= 0 Ii® w I}= ---:, 0 O" ~ (l_ © = Ii® = II.is = 6 © ~ (!/li) ~ @) @i) Ii® ~ (!/li) E110SIDN CONTROL NDTC:::i 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERM/TEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERM/TEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE 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. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND M.~.RCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE-ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. 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. 12. AT NO TIME SHALL MORE THAN ONE ( 1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY JS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ________ _ DATE:------ BY: ________ _ DATE:------ BY: ________ _ DATE:------ BY: ________ _ DATE:------ S7RLJCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKER/ES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. EROS101:L__}.ND SEDl\,FilT CQIHROI RECOiviNIFl~DED COIISTRUCTIOt·J SFOUEl·ICE 1. PRE-CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE($). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS 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. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. TUTILE ENGINEERING AND MANAGEMENT P.O. Boa 1547, e~ilinijton, WA 98233 I 0. (350) 899-5953 • M (~60) 920-7030 E· JTUTTLE@TUTILE-HAM.COM NO. REVISION BY DATE ROLL SPACING OEPErJOSON SOIL TYPE AND SLOPE STEE?HESS I 3"-5" (10-12'1ITTTI) NOTES 1" a 1" ~TAKE 1. CONDl"r10N OF USE 8'-10' DIA (200-2\()Jn1~) ,--StolMCN1", OW)ANIC MATT CR. / /\.~[) N/\TIV~ S~E'JS f\llE ' CAPllJAEDBEHINP lhE HCHS STRAW RQLI.S MUSf OE PU.cm ALOflG SLOrE CONWUJ-<3 UVE STAKE I '_,. I --(1.:Zm)-- 1.1, SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN JO DAYS. 1.2 VEGETATION-LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGErATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK ANO HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX \BFM) 1.3 RETENTION/ DETENTION PONDS S!lALL BE SEEDED AS REQUIRED. 1.4 AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN fHOUGH ITWILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER 1.5 AT THE BEGINNING OF THE WET SEASON, ALL DISlURBANCESAREi\S SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR lHE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE srABILIZATION, ALL DISTURBED AREAS NOf OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 1~. AREAS MAY BE SEEOEO BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THF. WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2 TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3 THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED 2.4. IN GENERAL, 10·:!0·20N·P-K FERTILIZER MAY BE USED AT A RATE Of 90 POUNDS PER ACRE. IT IS RECOMMENDED THAf AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSPHORUS FER fl LIZER 2.5 THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1 MULCH IS ALWAYS REQUIRED FOR SEEDING SLO~'ES GHEA1ER THAN 3H:1V 2.5.2 IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3 THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOil TYPE OR GRADIENT, THERE ISA WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER 2.5.4 MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY 8Y HYDROSEEDING 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFlER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RA[E SHOULD BE DOUBLED IT MIG Hf BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN 8E DETERMINED TO GERMINATION 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO fHE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS Will REQUIRE THE ADDITION OF 4 INCHES OF WELL-ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. NOTES PURUC WORKS DJ~PA!fl'M~NT INST/\ll DRIVEWAY ctlt.Vf.Rl IF IHF.R~ IS A ROADSIDE DITCH PRESENT,A3 PER Cll\' ROAD ST AN DAROS STRAW WATTLES STD. PLAN -213.40 MARCH 200/J --------·-----··-------· CRIV~WAYS SH/ILL BE PAV€0 TO TH~ F.r>GE OF R-0-'A' PRIOR TO INSIALlATION CF THE CDr,STRUCIION ENlRANCE 10 AYQIIJ DN-TAGING Of Tflf RCAO'WAY II IS PECCMMENDE.0 T!'AT lHE Erl!RANCE BF. CROV<lHiDSO TliAT RUNOFF DRAIHS O"F ntE f'AD 4"-8"QUARR1'SPAllS ___/ / GE01EXTILE ___ / \ •'%'\ II" Ml~. 1HICKNESS --. ____ :~~,-'-'""-\.\_::-,...--,...._ ___ _, <'ROVl()F FIJLL l'll!JfH OF \ INGRESS'!iGRESS/iREA 1. CONDITION OF USE 1.1. COl~STRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC Will BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN I UOO FEEf OF THE SITE GAAB lENSILE STRrnNGTH (ASTM04751) 200PSI M1N, IGMB TENSILE ELONGATION iASlM D4632) 3(1/qMAX, IMULL~N BURSTSTRENGTK [ASTM 03786-81JA) 400PS1 M!N li>.oS{ASlM D4751) 20-45 IU.5. Sf AN OARD SIEVE SIZE) 2. DESIGN ANO INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTlrU1ED FOR OR COMBINED WITH QUARRY $PALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HUG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY $PALLS IFTHE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICTT!v'IFFIC TO THE CONSTRUCTION ENTRANCE. 2.3, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON AFIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 3. MAINTENANCE STANDARDS 3.1 QUARRY SP ALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2 IF THE ENfRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONfO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3 ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRfATEL Y. 3.4 ANY QUARRY SPliLLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5, IF VEHICLES ARE ENTERING OR EXlflNG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE{$), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS DF.PARTMF,NT STABILIZED CONSTRUCTION ENTRANCE STD. PLAN -215.10 MARCH 2006 -------~-~-------------- SURVEYED AXIS DESIGNED: s. BEIER DRAWN: s. BEIER CHECKED: SCALE: [__ ONE INCH VERTIC/1!.: NAVO 1988 HORIZONTAL: NAO 19BJ/Hl91 CITY OF RENTON ' I --n7 I I JOINTS IN Fil ll':4 FABRIC St1N.L BB SPLICW A.T POS1S. USE STAPLE$, WlRE RINOS, CR EQIJI\/AL;NT TO ATTACH FABFilC10 POSTS +-f'q ·1·' J1' ' -:i:-_, r,2"1lY14Ga WIREOR bQUl\/111.ENT, IF STA~DARD STRENGTH FABRIC Ul3Ei:I FILlERFABRIO· .. POSIS, Rlca/+.R, OR EQIJIVALWT .,. NOTES 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 FLOWS, NOR IS INTENDED TO TREAr SUBSTANTIALAMOUNfS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEOIMENT TRAP OR PONO. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 THE GEOTEXTILE USED MOST MET T~iE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE WAT!l1rERMITTIVII'( ASlMMn QMB 1~~$11.!: .IT~I.NCHT (A.ITM 1)463,l) l+J-RU Si[Vf Sl2f \0-W.O.llMM) FOR mr F"lM jlJ,JOJ.)lW'c SIi€ Ill.ck'\.~ 15MMJ rnR OTHrn t ABl\l(l 0.02s,;c"-l~NIM\/M \OOUS. MN, fOR O< 'ft.\ smENGII FABRIC LOO\~~-MN. fOR I TAN:JARD S TAENGlrt.r~- 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTR.'\ STRENG rH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3 WHEf~E THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN2H;1V 2.4. IF I\ TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT (IE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE ANO DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 3. MAINTENANCE STANDARDS J.1 ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2 IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED ANO CONVEYED TO A SEDIMENT TRAP OR POND. J J IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING ANO ACTING AS A BARRIER 10 FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT 3 4 SEOIMENf MOSf BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5 IF THE FILTER FABRIC (GEOTEXTILE) HAS OETERIORAlED DUE fO ULfMVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUOLJC WOHKS DEPARTMENT SILT FENCE f--STD. PLAN -214.00 I :\fARCl1 2008 ' ~-----·····--···--------------····--· ---------------------~· ---·----··-·----·-,-------~.---------------------- 5"MAX ~M DRAINAGE GRATE 1 ----,·-~"""'~""" --GRAI E Fft,\Ml' -, ~1-~~ ~ •I\L~~I.s SEDIMENT AND DEBRIS -~, :II \ ,~~· .._., \ I • '-..._ OVERFLOW BYPASS -I'---.~ .! • ' ' ,;~; [~l-mow "'" ""' oewce mm,;' µ _____ } ""'" 0 y \ I ' ' ' . " I ' • • A ' i • " .---, ---,- I> !> • t, . . . . SECTION V EW \l1 BELOWl"JLEfGRATEDEVCE - I\ I '.-OVERFLOWBYPASS(!YP.) -r; ISOMETRIC VIEW NOTES Size the Below Inlet G,ate Device (BIGO) for tile storm water structure il V>ill service 2. The BIGD shall have a built-in high-flow relief system (overflow byposs) 3 The reU'iaval system must allow removal of the BIGD wit11out spilling the collecied mate~al. 4. Parform maintenance 111 ~cwrdance w1lh Standard SpecifiGstion 8--01 3(15) STD. PLAN -216.30 PUDLIC WORKS DEPARTMENT CATCH BASIN FILTER ··----------1 ~~~(l]IEINI ~ ILOl ~lrllOIRll ~IL~ 1 1 ~[L~(Q)J [Rl(Q)~[D) MAHCII 2008 DATE: 11/18/2014 FIELD BOOK: PAGE: DRAWING NO: J. TUTILE I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dep\. l~ I ~ IQ) !Rlffil!Rl V ~ !Rl(Q)~! (Q) ~ [:IQ) ~l!Rl (Q) IL ~IQll~~ ffil~lt)) lt))~lffil!IL~ C-3 APPR APPROVED: J. TUTILE C",, ',, '\O , , ,<,So,, C ~ • ;; 'C ,\, •,• , c ·c_;, ,'e.C -'~~ ,, '>-.;, ; • <,•,,!,•, SHEET: OF: 3 13 JAN 2 0 2015 CIT'/ Of RENTON PLANNING DIVISION w = 2 © <( z £2) f-= 0 @ w ll= -, 0 6 ()' Q_ © = @ = ~ ~ © Js (Jff/) 6 @) @j) @ ~ (Jff/) "'" ·--=·-·-·r-,mmm,~ '-" o. 602.70' TRACT AREAS: 1. TOTAL SITE ACREAGE = 50,398 SF (1.157 AC) 2. OPEN SPACES = 15,134 SF (0.347 AC) A. TRACT A = 4,491 SF (0.103 AC) B. TRACT B = 10,643 SF (0.244 AC) 3. MUTUAL ACCESS EASEMENTS = 3,536 SF (0.082 AC) A. BENEFITING LOT 1 AND LOT 2 1,726 SF (0.040 AC) B. BENEFITING LOT 3 AND LOT 4 = 1,810 SF (0.042 AC) 4. DRAINAGE EASEMENTS -2,890 SF (0.066 AC) A. FRONTING LOT 1 = 490 SF (0.011 AC) .: ...... . • ' '· ' ' . ' ' B. FRONTING LOTS 2-5 = 4 AT 600 SF = 2,400 SF (0.055 AC) 11 m~ ,rnn-wm _, 0ITTb -·rnH,rnww *'° ,ron µ'f ""'""';' <: ',.. ' -. '-" 0 '-" 0 ... ~-- NI 6'40'22"E (MEAS.) N16'00'E (PLAT) 553.65' 1156.35' • .\_;,-:-,c,, • '-" . 0 ~:~;:~~·. 35.oo· -rr-1--: 60.00· -t 60 oo' -: --1-- 1 -60.00· -1= 60 .00 , ---1 6=90'00'20" 2~ __ ~·~R_"~ EASEMENTl l--_ _ _ _ l 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___________ ~ __ fl _ ~ _______________ 1~·~~~ EASEMENT ______ J __/ 1 N16'40'22"E N16'40'22"E 1 1 N16'40'22"E N16'40'22"E NI 5·40·22"E I I' /"' N73' 19'38"W 60 oo' 60 oo· I I 50 oo· 60 oo' I 55 oo· N73'19'3s"W / , · . . . 30.56' I I g I ~ 30' -----------30' ~ I lg -+ "' I -···- I "' 0 I r:: ---30' _____ ,,_ __ 30· __ .,.,_,I I I I I · , ~ I 38 ·00 N73'19'38"W I I ~~ I ~I , I i 38.00' l V N73'19 38"W I I I I 38.00' N16'40'22"E\ j rN16'40'2(E N16'40'22"E N16'40'22"E ===1""1.""00""·,,,, __ \J : L _ -15.oo • ·····•·· 15.00' \ : : / =15"'.o'"_~,,,:,,, .. "". === '1-I L ___ l' 'I __ __J L ___ l I I . ' I I . 'N73'19'38"W :.· I I ;,,-N73'19'38"W N73'19'38''W~ y--N73'19'38"W 21.00' : I MU~~~MA[ifrss : I 21.00' 21.00' ,~ MU~~~MA[ifrESS f 21.00' ~I'° _______ .I I I I I I I ;1~ .• 'L__ J ---------i -----------L _____ ! _____ J"---------. ~;: N16'40'22";JL-;;;;40'22"; ~1,. . N16'40'22"EYILN16'40'22"E \ Sci 21.00' 25.00' !" :g . 25 00' 25.00' j .;;=I -~I~ I "' -,•/•_"·,"'."• ss', ,• ~ l:g •"ss.",•_',,o,',,-,""',"•'-' ~ I ~ co ~ MAX. ROOF AAEA 1935 SF • ;,,J;: Sci MAX. ROOF AREA 2400 SF MAX. ROOF AREA 2400 SF LOT 6976 SF 0.16 ACRES 20' T'IP. SETBACK LOT 2 I ... 0 ~~9-~_/_~~ .... ----_l_ ... LOT 3 7099 SF 0.16 ACRES 60.00' -- 2 NO. NI e·oo·oo"E ---- OPEN SPACE TRACT B 10,643 SF 0.24 ACRES -- REVISIONS PER CIT'/ REVIEW COMMENTS -NOV. 13, 2014 REVISIONS PER CIT'/ REVIEW COMMENTS -NOV. 13, 2014 REVISION - SB SB BY -- SURVEYED: AXIS DESIGNED: s. BEIER 11/2014 JRT DRAWN: s. BEIER 11/2014 JRT CHECKED: J. TUTTLE DATE APPR APPROVED: J. TUTTLE ."' I "' . "' "' . "' a, . -"' t<) ::: " z MAX. ROOF AREA 2400 SF LOT 4 7099 SF 0.16 ACRES . "' ""~"'"'"""' 60.00' -- ' -- -- SCALE, 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 196B HORIZONTAL: NAO 1983/1991 MAX. ROOF AREA 2002 SF LOT 5 6941 SF 0.16 ACRES -- I 3' ~!-"' I"' . "' a, . -"' • 0 "',-:, z I I 7' I OPEN SPACE TRACT A 4,491 SF 0.10 ACRES ~ :.;_:-~ ---~ PROPERTY BOUNDARY LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _______ _ DATE·------ BY: _______ _ DATE: _____ _ BY: _______ _ DATE: _____ _ BY: _______ _ DATE-----~ CITY OF RENTON Planning/Building/Public Works Dept. \ \ \ I I \ I \ \ -----lit .I fl ~~ffi:i~IEINI i5 l(Q)l ~IHJ(Q)!Rllf' [pllffi:il 1 ffi:i l ~ g 1 IPJ g ffei [DJ DATE: 11/18/2014 FIELDEIOOK: PAGE: DRAWING NO: C-4 SHEEf: OF: 4 13 · ---··· · --------·· ·· · JY O'f'Ri:rff0 N Cl 'ON PLANNING DIVIS! ...... ,,,-,,., w :a, <( z 0 w ---, 0 O'.'. [l_ A. B. C. D. E. F. G. H. I. J. K. L. M. -[)'.. ·-;:----c::-·- u jo+oo I .. ·~~, .. ~\.'._._::-~·~,".:_~c_'·~· . ·" •' / EXISTING EDGE LINE CONSTRUCT CONCRETE TRAFFIC CURB AND GVTTER PER CITY STANDARD PLAN 101.1 AND WSDOT STANDARD PLAN F-10.12-02. CONSTRUCT CONCRETE DEPRESSED CURB SECTION PER STANDARD PLAN F-10.12-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY STANDARD PLANS F004.1 AND FOD4.4. CONSTRUCT ROAD WIDENING SECTION PER DETAIL 2/C-10. CONSTRUCT ASPHALT TRANSITION SIDEWALK AT 5:1 TAPER PER DETAIL 5/C-10. CONSTRUCT FIVE-FOOT WIDE CONCRETE SIDEWALK PER CITY STANDARD PLAN F007. INSTALIL TYPE CATCH BASIN PER CITY STANDARD PLANS 200.00, 202.00, AND 204.60. INSTALL TYPE 2 CATCH BASIN PER CITY STANDARD PLANS 201.00 AND 204.60. INSTALL RECTANGULAR FRAME AND VANED GRATE PER CITY STANDARD PLANS 204.00 AND 204.20. RESET EXISTING UTILITY STRUCTURE TO FINISHED ASPHALT OR SIDEWALK GRADE, TYP. PER PAGE 4-5 OF THE CITY'S AMENDMENT TO THE KING COUNTY STORM WATER DESIGN MANUAL, A MINIMUM 7-FOOT HORIZONTAL SEPARATION AND 1-FOOT VERTICAL SEPARATION (MEASURED WALL TO WALL) IS REQUIRED BETWEEN STORM PIPE AND OTHER UTILITIES WJTH THE EXCEPTION OF WATER LINES WHERE A MINIMUM 10-FOOT HORIZONTAL SEPARATION IS REQUIRED, PROVIDE A ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN ONE FOOT. INSTALIL DETECTABLE WARNING SURFACE PER WSDOT STANDARD DETAIL F-45.10-01 AT EACH SIDEWALK END. SEE DETAIL ON SHEET C-11. INSTALL WHITE EDGE LINE PER CITY STANDARD PLAN HOOS. MATCH INTO EXISTING AT NORTH AND SOVTH IMPROVEMENT ENDS USING 25:1 TAPER. r:::============i IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:---------DATE:------ BY:---------DATEr _____ _ BY: ________ , DATE: _____ _ BY: ________ _ DATE: Cf_ OF TALBOT RD ROW I l • ! I, !I II 38.5 LF 12'., so. , s~6.42% r, ' 1/, [ l ' . ' ' " " . " " ~"""""'] PIPE2 STA 11+68.o,',s.3' RT ~EGIN CONG. CURB, GVTTER, AND SIDEWALK ' STA. 12+28.D Cf_ 20' DRIVEWAY RAMP PROJECT BENCHMARK I TBM#1, ELEV.=213.79 I r--· I f-.----=B:..:.A.:...:c:...:.K.:.........:o:...:.F___;,_w:...:_A=L""'K~s_;_Y~.c:..sT.:....:E::..:.M:..:........::D::...:.A"""T-=--A'--i------------, ~I ___ "_ Cl1, CONG. INLET Cl2, CONC. INLET Cl~, CONG. INLET PIPE1 '° WITH STD. GRATE WITH STD. GRATE Wl[H STD. GRATE 12" CPEP + STA 11+71.0, 21.4 RT STA 14+13.1, 22.3 RT STf 14+65.2, 21.3 RT L=15.6 LF, 5=3.00% RIM-212.8 RIM=193.0 RIM=187.7 IE 12" OUT, W=207.92 IE 6" OUT, N-191.00 IE 12" OUT. W=185.20 II . ' C SEE 'I --------------------- ' ' 81 ro "' ' ' ' . ' ' EXISTING ASfHALT REMOVAL AND REPLACEMENT AS PART OF WATERLINE INSTALLATION I ! IE 6" IN, N=207.92 IE 6" IN, 5=191.00 IE 6"_1N,_S=185.70 __ """ __ "_"_"_ <( IE 4n IN, E=2ciB.09 -IE 6" IN, E=191.00 --------r::;--------111----------------+-----------+---('J ::,c ('J PIPE2 PIPE3 PIPE4 PIPE5 PIPES <( ~ W('J 6" PERF, PVC 6" PERF. PVC 6" PERF. PVC 6" PERF. PVC 12" CPEP n:: L=45.9 LF, S=0.50% L=120.0 LF, 5=7.75% L=52.0 LF, S=11.73% L=52,0 LF, 5=10,19% L=15.6 LF, 5=1.41% m L,_ __ ____:, ________ ,e_ ___________ +---"-------.:.,:,_____:,:...:_____:, __ __lw II ---·----·-·---·-·---·--,."_ .......... ,,,. ____ - ~' r------_____.___ --~----- CULV., S=5.68% REMOVE 5 LF EX. 12" CONC. CULV., BEFORE SDMH1 INSTALLATION. ----- 38.4 LF 12" CPEP, 5=4.04% (1 """ "~ G'.i O'.'. _J C:>W 2-~d--: :---~,--- 1 I , f0 I "" ---- , ~ ' W:2;;;;;:"f:n;rk,--__ '" · '1 '' ,,,:;".//./,:,.:::zr:2,:2,10&;:~If?::?;,,7:?:.?-;.,-, ~ ..j ~s~DM=cl~1 ________ __J·--1 j l -,._, ·,Y-<%c--<.2:;,:z:i STA i11+32.6, 8.0 RT I TYPE! 2-48" WITH STD GRATE I I __ RIM =iz.14, 6 "'"·· "' "--"--, , "' ... , " """" _ '"", , ,a,, .. L.a.,.L.".""'''"''"''"''''"''"''"·-·, . " IE q" CPEP OUT, N=2D7.41 I I ~ if)~ ~ "'a, <{0 W('J O'.'. (I] w II St c;j O'.'. _J C:>W . ' .... · .. -·,·~ / 'l' ·,,, ,·,, ! c;s ' PROP. 5-UNIT · ' CBU MAILBOX PROP. ASPH., WIDENING AREA' 147.0 ff 12" SD, S=B.58% CONSTRUCT NEW ASPHALT SURFACING PER CROSS SECTION DETAIL 2/C-1 O. PROP. SAWCUT LINE STA. 13+48.0 Cf_ 20' DRIVEWAY RAMP II <( "" f--0 Ul~ ::,c ~ c:5 :=::i O'.'. m w II " ---;:ll c;j" --" " O'.'. _J (') w --··- 20' ·---------·· FINISHED GRADE PROFILE ALONG PROPOSED FACE OF GUTTER. ~I OJ <O + t0 II <( >-"' if~ m w II o> <(w O'.'. _J C:>W 6" CO IE-197.1 STA. 14+23.0 Cf_ 15' DRIVEWAY RAMP '. CVT OR Fllll CATCH POINT FOR FRONTAGE IMPROVEMENTS, TYP. I + ~ II <( tn·o· ::,c 01 c:5~ O'.'. m w II €ii;] O'.'. _J C:>W r C ·l 15+50 .. -'.)'.;; 14+94,5, 1.0' RT · ",sr----<,3--- ---~',,, 36.0 LF 12" SD, S=5.31% QUARRY SPALL OUTLET PROTECTION. SEE DETAIL , 4 ON SHEET C-10. 15 STA 14+68.0, 6.3' RT J , END CONC. CURB, GUTTER, AND SIDEWALK f, I ' I \ ' 5' ASPHALT TRANSITION WALKWAY WITH DETECTABLE WARNING SURFACE, TYP. BLEND FLUSH WITH PROP. CONG. SIDEWALK AND ASPHALT ROAD EDGE. SEE DETAIL 5 ON SHEET C-10 AND DETAIL 1 ON SHEET C-11. I \ <\ \ \ \ .\. >$-- _,... -.. ---' PROPOSED FRONTAGE IMPROVEMENTS PLAN EXISTING GROUND PROFILE ALONG PROPOSED SAWCUT LINE/DESIGN ALIGNMENT. SCALE: 1 "=20' ~I ro "' + ~ II ~ if)~ ~ ::,c " SDCB2 STA 14+65.0, 5.7 RT TYPE 1 L WITH THRY GRATE RIM=187.5 (0.1' BE4ow FLOWLINE) IE 12" CPEP OUT, N=184.81 IE 12'' CPEP IN, S=' 84.81-- IE 12" CPEP IN, E= 84. 98 INSTALL 15.6 LF 12' CPEP TO Cl3 THEN 6" BACK OF WALK DR IN SYSTEM PER DETAIL 2/C-10 AND 6" CL ANOUT ASSEMBLIES PER DETAIL 1/C-8 AS DETAILED ABOVE. -!. ,, 1 -, ----/ t\(__,, '' ·/'.'. ,'.J.' .. _, '-. ! c:5 ~ --oc ----, . "'"' -"""'"'"""""""""--"'"'"""""-"'""""'"" ___ , __ ' r·\ ("\ \__) , __ ) m IE 1f CONG, IN S=212.42 (EX,) LJ=~ CONNECT EXISTING 12" STORM PIPE TO NEW STRUCTURE. SDMH2 CR_EEK WATER PLANS CPEP, 5=6.22% ,j i"°''" w II St c;j INSTALL 36.0 LF 12" CPEP WITH BEVELED END N.E. TO EXISTING DITCH, S=5.31% PROPOSED FRONTAGE IMPROVEMENTS PROFILE () C) C"'.J ,, I SCALE: 1"=20' H, 1"=10' V Ek JTILITIF'c .u,~l J,PP-;C;< 1-!1~.T[ 0'11Y C1\l 8 '11 BEFORr:: CCC 'IC', c'CJTH~")l_E Ul,11<\ICWI· E:<lc'TI 11_; UTILIT:F', E~FC)~F CD~i:) I ~\lj_:T1or\J t)t_C \E;. r- I 1 1 00 LO STA 11+7LO, 5,7 RT TYPE 2-48" WITH THRU GRATE ---Rl,M"'.212.3"' ( 0.1"'''' BELOWJLOWUNE) , ''' '"'''""""--"""" _ ---"""" '"""' -""""--" IE 12" CPEP OUT, N=205,86 IE 12" CPEP IN, S=205.86 IE 12" CPEP IN, E=207.45 INSTALL 15.6 LF 12" CPEP TO Cl1 THEN 45.9 LF 6" BACK OF WALK DRAIN PER DETAIL 2/C-10 AND 6" CLEANOUT ASSEMBLY PER DETAIL 1/C--8 " AS"."DEJAJLED ABOVE. G c:.: "' ::<") u:~ 1:.0 co;,,-. C) !~) l '1 !i-~i ____ J '''''' ,,/ '' ~:~ -----I -"-- Ex s"p~"- SEE SEWER PLANS -----1--------+-- I 1,,: :~j 1·~:! , ___ , _,:~ 'I'" , c·,! ,[ C" .. -, OJ 'W " ' c:_:, cs 1.3 -t-OC SURVEfED: AXIS >----+-------------------------1------a>----+----1 DESIGNED: S. BEIER 3 REVISIONS PER CITY REVIEW COMMENTS NOV. 13, 2014 SB 11/2014 JRT DRAWN: REVISIONS PER CITY REVIEW COMMENTS OCT. 14, 2014 SB 10/2014 JRT 2 S, BEIER 1 REVISIONS PER CITY REVIEW COMMENTS JULY 29, 2014 SB 8/2014 JRT '""'"' f-----+-------------------'--------f---+--'----+----1 J. TUTILE DATE APPR REVISION BY NO. APPROVED: J. TUTTLE I -._I -··-·--L. _i::·· SDCB1 ·~-- STA 13+18.0, 5.7 RT TYPE 1 L RIM=201.5 (0.1' BELOW FLOWLINE) IE 12" CPEP OUT, N=197.42 IE 12" CPEP IN, S=19T42 PROP. WATER SERVICE, TYP. 147.0 LF 12" CPEP, 5=8.58% PROP. 8" SIDE SERVICE, TYP. ,,,. "" " """"''" I_ ~""""" WATER MAIN O'.'. _J C:>W INSTALL QUARRY SPALL INLET PROTECTION PER DETAIL 4/C--10. ""--""-""'"'"""" ___ ""---""""""---'I 9 C ~------ OUTLET STA 15+00.8 9.6 RT OUTLET IE=182.9± MATCH EXISTING DITCH. 'I n r= () •,) ---+-------,"" -------- 1 i """'"'"" _____ " --+-------+------+-------------"---r1 .so SCALE: 1 "=20' ONE INCH AT FlJLL SCALE C'-! : ·: ,o G') I :Ci 0) !]) IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 198:3/1991 Ct __ IJ_A-.. 1:·,/1 -, I o1 '--: 0'._i ~1 i") (.)) ()J 14100 ' I, -,,a L('. 1•:J: ~t,-- ' --sc-,,, I'" i CITY OF RENTON Planning/Building/Public Works Dept. (_[} co '-"" 15-f-();J co co ~~ffe:l 113l ~ INl ~ l 01 ~ IHI o !Rlu 1PJ lffe:l u Li ffe:l l 18\ IQ) Li IRl IQ) ffe:1[)) / DATE: 11/18/2014 FIELD SOOK: PAGE: DRAWING NO: C-5 SHEET• OF: 5 13 ------------JAN·2-0 Z015--- CITY OF RENTON PLANNING DIVISION w ::,, <{ z 1-u w 3 Cl'. [L = Ii\§] I)= 6 © = Ii\§] = @, '\1;; © ~ (t!itJ 6 @l) @I) Ii\§] ~ (t!itJ H3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _______ _ DATE: _____ _ BY: _______ _ DATE: _____ _ BY: _______ _ DATE: _____ _ BY: _______ _ DATE· _____ _ SETTLEMENT CATCH BASIN SCHEDULE 38.5 LF 12•· SD, S=6.42% I I '. I 26 LF 4" PVC WALL DRAIN, S=12.7% PRO • SAN,. SEWER SERV.' 4" PERF. PVC WALL DRAIN OUTLET. DRAIN , TO Cl1. IE=211.4 17 LF 4" PERF. PVC WALL DRAIN, 5=12.4%. 4" PVC CO IE=213.5. i • '• :F .. o .. ', .. r , .. .. 147.0 LF 12" SD, S=6.22% UF I • PROP. WATER MAIN UPSIZING HOUSE FF=212.0 ----·! .. • J_ __ I I, IE=204.6 I : ,. j '._ .. HOUSE FF=211.0 IE=204.4 . • PROP. ASPHALT ROADWAY WIDENING I .. I ;;1::I :;,,,::. ;;:;:,,;;;i~~;t,:I IE=195.0 I• IE=195.7 1· Ii IE=195.3 L 25' .• : . ---~1~~ --1 ,. .. ~4' -1 ·_· _____ 5' TYP. --·· .• L _:__ . -. .- :1 .. I , I . J' r, • 11 IE=202.0 IE=202.2 , I [ 36.0 LF 12" SD, S=5.31% ~-·-· ' '· '~ I -.~···· ... ···.· ··· .... \ . . . PROP. INFILTR. DRYWELL \ GALLERY PROVIDING FULL STORMWATER MANAGEMENT OF EACH LOT'S PROP. IMPERV. SURFACES, TYP. 'TRACT A· STANDARD CONCRETE DRIVEWAY. TYP. SEE DETAIL 3 • STANDARD CONCRETE i, WALKWAY, TYP. SEE , NOTE ON DETAIL 3. , I i· I .._ - ,.'.•~-•-' •'•~ ,M_, > ·-~----" ,/ -------'o.S-------,/,'// -----:iii p ,. '_:,. CB1.1, TYPE 1 CB WITI-1 STD. GRATE RIM=210.5 C83.1, TYPE 1 CB WITH STD. GRATE RIM=203.0 CB5.1, TYPE 1 CB WITH STD. GRATE RIM=194.5 35 LF 4" PERF. PVC WALL DRAIN, 5=11.4% .. I ; I ; i I J ; . 1 I , I ; .. ~ I: l • HOUSE FF-208.0 i 11 : I ]J •---~_\:· A B. c. IE 8" OUT, S=208.30 IE 8" OUT, W=208.30 IE 4" IN, E=208.63 C82.1, TYPE 1 CB WITI-1 STD. GRATE RIM=208.0 IE 8" OUT, S=205.80 IE 8" OUT, W=205.80 IE 8" OUT, N=205.80 IE 4" IN, E=206.13 IE 8" OUT, S=200.30 IE 8" OUT, W=200.30 IE 8" OUT, N=200.30 IE 4" IN, E=Z00.63 CB4.1, TYPE 1 CB WITH STD. GRATE RIM=199.0 IE 8" OUT, 5=196.80 IE 8" OUT, W=196.80 IE 8" OUT, N= 196.80 IE 4" IN, E=197.13 IE 8" OUT, S=192.30 IE 8" OUT, W=192.30 IE 4" IN, E=192.63 A THE PROJECT DEVELOPER SHALL SUBMIT TO TI-IE CITY TI-IE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. TI-IE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. TI-IE CITY WILL ONLY ACCEPT VIDEO SUBMITIALS ON CD OR DVD THAT ARE VIEWABLE BY STANDARD VIDEO PLAYERS (I.E. MPG VIDEO FILE FORMAT) AND ARE COMPATIBLE WITH !GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. 8. THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. TYPICAL DRYWELL LAYOUT DETAIL G) NTS CO J',I STRU CTIO f\l \J()T[c: ' \_, ~-) INSTALL PRIVATE DRIVEWAY PER DETAILS ON THIS SHEET AND ON SHEET C-8. CONSTRUCT INFILTRATION DRYWELL FACILITIES PER DETAILS ON THIS SHEET AND PER THE SMALL INFILTRATION BASIN DETAIL ON SHEET C-9. THE CONTRACTOR SHALL CLOSELY COORDINATE WITH THE GEOTECHNICAL ENGINEER DURING THE CONSTRUCTION OF EACH DRYWELL AND INFILTRATION TRENCH TO VERIFY DESIGN DEPTHS OF CONSTRUCTION AND TO ENSURE ACCURATE FABRICATION OF PROPOSED DRYWELL STRUCTURES. Gl:t,JEl:/AL J\GTES A. SHOWN BUILDING FOOTPRINTS REPRESENT THE LARGEST ALLOWABLE BASED ON CITY CODE AND SIZING OF SITE STORMWATER MANAGEMENT FACILITIES. B, GRADING SHOWN REPRESENTS THAT EXPECTED BASED UPON ASSUMED FINISHED FLOOR ELEVATIONS. C. SEE THE LANDSCAPE PLANS FOR THE LIMITS OF LANDSCAPE IMPROVEMENTS. .. ,,, ., "'' I .. .. .. .. \4• PVC CO· IE=220.5 PROP. WATER MAIN EXTENSION ~ 110 LF 4" PVC WALL DRAIN, . . ... ~H~ci 82:__,55.E DETAIL 1 ON OPEN TRACT B ~--- \4~ PVC CO IE=211.5 -- I \ IE=208.0 ··_ I ~ 1 ~5 LF 4" PVC WALL DRAIN, 5=1.38%. --~----~ - I I"" -I ; I 11 j\_l . '-' I.' ''('. ·-1 _) \ \/\/,:.._:...... - '.,_·. . . IE=205.0 4" PVC CO IE=209.5 .._ \ 35 LF 4" PVC WALL DRAIN, 5=4.3%. --- 4" PVC WALL DRAIN OUTLET, DAYLIGHT ONTO EXISTING SLOPE, IE=208.0 . . . . "' Trench Size -Lots 3 and 4 Trench Size -Lots 1 and-2 Trench De[)fhtfvliriimum Trehch Trench Depth Minimum Trench (FT) Area (SF) (FT) Area (SF) 1 500 1 520 -2 400 2 430 3 340 3 350 4 300 4 310 5 270 5 280 CEMENT CONC. PEDESTRIAN Structure No. Stru,ture Top 8" IE In Top of Gravel (Outside) Top of Gravel (Inside) Structure Bottom Bottom of Gravel VARIES PER PLAN / CURB PER WSDOT STD. PLAN I\IOTc:.: STAIR STEPPED SUBGRADE DIMENSIONS OUTSIDE INFILTRATION TRENCH AREAS DRIVEWAY SLOPE 0% TO 3% 3% TO 5% X DISTANCE 10 FEET 6 FEET Y DISTANCE 0.3 FEET 0.3 FEET PERVIOUS CONCRETE DRIVEWAY DETAIL NTS DWl.1 211.0 DWl.2 210.5 DW2.1 208.5 DW2.2 208.0 DW2.3 207.5 DW3._1 202.0 [)W3.2 201.5 DW3.3 201.0 DW4.1 199,0 DW4.2 199.0 DW4.3 199.0 DW5.1 194.0 DWS.2 194.0 NOTE: ON-SITE CEMENT CONC. WALKWAYS SHALL BE 4" THICK WITH A 2" MIN. CRUSHED SURFACING TOP COURSE FOUNDATION. 208.50 208.24 206.00 205.74. 205.00 199.00 198.74 198.00 196.50 196.74 196.50 191.50 191.74 1.0' PARABOLIC ROUNDING~- 208.00 205.00 207.50 204.50 205.50 202.50 205.00 202.00 204.50 201.50 198.50 195.50 198.00 195:00 197.50 194,50 196.00 193.00 196.00 193.00 196.00 193.00 191.00 188.00 191.00 188.00 VARIES PER PLAN CEMENT CONCRETE 6" MIN. DEPTH, GROOVED ::::\ IN AREAS WITH S> 15%. 1 ~-.. ·5¢\!i'll~ ·.,, _, c. " 204.50 204.00 202.00 201.50 201.00 195,00 194.50 194.00 192.50 192.50 192.50 187.50 187.50 / _./ ROCK WALL PER PLAN LIMITS AND ,---DETAIL 1/C-10. ·~i_ztJ-'1iG-'i~'ifJ:f ,., r.#';;f; ·4'50%0'#, .. ' COMPACTED CRUSHED "'r.,~/~1'~~!£ffe;~ke? SURFACING TOP COURSE, _/ AS APPLICABLE. COMPACTED NATIVE ' COMPACTED GRAVEL BORROW COURSE, MIN. 4" DEPTH SUBGRADE MATERIAL CONCRETE DRIVEWAY DETAIL SURVE:YEO: SCALE: AXIS SECTION B-B NTS 1 "=20' VERTICAL: NAVD 1 986 HORIZONTAL: NAO 1983/1991 _;,_ UT LIT!E'c /: :1 ,<.F'i'W:<1:-J]o.TE OllLY. r--~+----------------------t---t-~--f----1 DESIGNED: 3 REVISIONS PER CITY REVIEW COMMENTS -NOV. 13, 2014 SB 11/2014 JRT S. BEIER ::= .. L\.,LL c'-1, -)l..1 ':'.JRE !~,1 I\JG DRAWN, 2 REVISIONS PER CITY REVIEW COMMENTS -OCT. 14, 2014 SB 10/2014 JRT 1 REVISIONS PER CITY REVIEW COMMENTS -JULY 29, 2014 SB 8/2014 JRT '""'"' S. BEIER ONE INCH 202.50 202.00 200.00 199.50 199.00 193.00 192.50 192.00 190.50 190.50 190.50 185.50 185.50 CITY OF RENTON "DTHULE .Jhl<IIU'/'nl LXl',:m .. ~; l_!T UT'ES 3FFDF-?l :;rJNSTPUC 0\ R-(.:111':.i. r---+-------------------'----t---t-'---t----1 J, TUTTLE BY AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGL'f Planning/Building/Public Works Dept. ND. REVISION DATE APPR APPROVED: J. TUTTLE .?,, POROUS CONCRETE F-l O. l 2-03 , TYP. . ···1f1:t ~~~$~~~E/:~ ~ h 'W'" ?..r rr1~~f~~%~~~ii~~Jf~c~~ :;n;:~ ~,, ~::;. . 1!1t: _/ 2-1/2" MINUS WASHED DRAIN ROCK UNCOMPACTED NATIVE BASE SEE DETAIL 2 FOR SPECIFICATIONS SUBGRADE MATERIAL . . PERVIOUS CONCRETE DRIVEWAY DETAIL SECTION A-A NTS DRIVEWAY SOUTH MIDDLE ELEVATION A 206.9 197.6 ELEVATION 8 204.9 195.6 X DISTANCE 20 FEET 21.5 FEET PERVIOUS CONCRETE/INFILTRATION TRENCH DETAIL SECTION C-C NTS ~~~GIEl'\11 !/J'J l«'.lflf ~IFDOIRll IP1l~ l 1 ~l~Ol lRl©~ICll DATE: 11/18/2014 FlELDBOOK: PAGE: DRAWING NO: C-6 SHEET: OF: 6 13 A-NNNNAA RECEIVED JAN 2 0 2015 w 'jg 2 <( @ z © f-u [Qb w ...., = 0 © 0-: Q_ g5J = @ ll= 6 © = @ = @, = 6 © 6 (00 6 @l) lgj) @ ~ (00 I ! I t • __ , __ 11«:4 un, dtT;rr:;rn\!H}:mtrn Wffl 'ff!Wft m;Q;UUH[!\'11111\!@ QJXI um 04ttf(tlh1}11.HR-Hf!'t 'iH:'\!t ~/Jcy\!!/'11!':i.'9 1:W.t.l ~ "'~,,_-/HD +m '' '·,,. ' ,. :}· '' ~--~~~"c----.-'--~-a.-,-~~---~'~·~-.c...-~--c.-,--~->"-...:.< ''\,.···· ""'····;.. - ' ~.CTE• / / El<. UTII ITIES A"?E 1\F'1 'F:m< HAT= 01•,I_" Cf.U_ 31 I ,,-,OFT C GGII·<:;. PllTHOI.E Ul•IKl•IU'/11°" •"XIS l\i_'. UTILITIES B[r"IJl?C c:=;,~f.3T=c:UCTl(J~-l OE:=:if\JS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ________ _ DATE: _____ _ BY: ________ _ DATE: ______ _ BY: _________ _ DATE: ______ _ BY: _________ _ DATE:------- 11 I I I ~ ' • I I PROP. SAN. SEWER SERV. ' I . ' ·-;;. (< . -~-. '' '··,, .\ 1 '.) ' I I ' " ,, I i' ,, \ ,, \ I ' \ '", I I I I I I I I I I '/ •. I c, -I II <1 PROP. WATER MAIN EXTENSION -- ' . ... ,,,,_·--·,·<· I I I I I I I I I I OPEN SPACE TF1ACT El ---------- ROCK ~ALL PER\ DETAIL 1 ON SHEET C-10. SEE NOTE 8. -----· -- --- PROP. WATER MAIN UPSIZING ------ / --------J--· 20:-:i----------------- --------------- -- PROP. ASPHALT ROADWAY WIDENING GARAGE FF=198.0 , HOUSE FF=208.0 ; :1, I ,1 I 'I I I I I ,. ~ • l I I I so.·.~ \ \ \ \ OPEN SPACE. IHACT A··. c.-A 0.-:__J\ .. 1 ir·, R i./ I _J-\1\ I JI VY,,) :\ OLUMES CUT =. 2,980 CUBIC YARDS ± FILL = 450 CUBIC YARDS ± ,"f, \ ··- ·, --~· A. SHOWN BUILDING FOOTPRINTS REPRESENT THE LARGEST ALLOWABLE BASED ON CITY CODE AND SIZING OF SITE STORMWATER MANAGEMENT FACILITIES. i'··· ... · •... ·. ' !, " ,, ' SURVEYED: AXIS 1-----+-------------------------+----i-------l----l DESIGNED: S, BEIER DRAWN: S. BEIER REVISIONS PER CITY REVIEW COMMENTS -NOV. 13, 2014 S8 11/2014 JRT '""''°' 1----+-==--'------"---"-'-'--'---"""---------"'-=------t---t-'----+----l J, TUTTLE NO. APPROVED: J. TUTTLE REVISION BY DATE APPR SCALE: 8. GRADING SHOWN REPRESENTS THAT EXPECTED BASED UPON ASSUMED FINISHED FLOOR ELEVATIONS. BUILIDING ELEVATIONS AND WALL GRADES MAY NEED TO BE MODIFIED AS PART OF BUILDING PERMIT SUBMITTALS. C. PER THE GEOTECHNICAL ENGINEER, SOILS AND ENVIRONMENTAL ENGINEERS, INC. (S&EE), THE PROPOSED DEVELOPMENT IS FEASIBLE FROM A GEOTECHNICAL STANDPOINT. EXPLORATIONS INDICATE THAT THE SITE AREA IS COVERED BY UNDOCUMENTED FILL WHICH IS UNDERLAIN BY COMPETENT NATIVE SOILS. DUE TO THE UNKNOWN NATURE OF THE FILL, S&EE BELIEVES THE RISK OF EXCESSIVE FOUNDATION SETTLEMENT IS TOO HIGH IF THE BUILDING LOAD IS FOUNDED ON THE FILL. THEREFORE, S&EE RECOMMENDS CONVENTIONAL SPREAD FOOTINGS PENETRATE THE EXISTING FILL AND BE FOUNDED ON THE NATIVE DENSE SAND. AS AN ALTERNATIVE, BUILDING LOAD CAN BE SUPPORTED ON GRADE BEAMS AND SMALL DIAMETER PIPE PILES (PIN PILES). DETAILS OF S&EE RECOMMENDATIONS ARE PRESENTED IN THEIR REPORT DATED OCTOBER 14, 2011. D, ACCORDING TO PAGE 4 OF THE S&EE REPORT, EXISTING FILL MUST BE EXPORTED AND REPLACED WITH STRUCTURAL FILL OR BUILDING LOAD IS TO BE SUPPORTED ON GRADE BEAMS AND PIN PILES. 1 "=20' VERTICN., NAVO 1986 HORIZONTAL: NAO 198J/1991 CITY OF RENTON ONE INCH AT FIJLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. A. B. CCJ ·"1<::-p, IJ!' ·1r)1\] -' ~ ,...,, ' C '""' I .,_, I \_ I \ < I J'" TE--.. ·~..) .,_) CONSTRUCT ROCK RETAINING WALL PER DETAIL 1/C-10. FINISHED WALL HEIGHTS ABOVE FOUR FEET WILL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DATE: ~~~r.Gl~INI i5i l(QJ1r ~IHJ(QJ]gjy ~l~ 1r If ~l~(Q)lf !Rl(QJ~[QJ 11/13/2014 F1ELDB00K: PAGE: DRAWING NO: C-7 SHEET: OF, 7 13 A-N N N@l(ffi:~:D JAN 2 () 2015 CITY Of RENTON PLANNING DIVISION w = 2 © <( z g5J f-= 0 Ii@ w I}= ---., 0 Ct'. b o_ © = Ii@ = @, = 6 © de'; 00 b @) 1Qji) Ii@ ~ 00 SURFAC=-Wf),TER ST1-\~IDARD Pl/.,H NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELO BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALIL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC). THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 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 THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDmONAL 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 CONVEYANCE, GAS, ELECTRICAL ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILIL 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 SITIE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALILOWED, UNLESS OTHERWISE APPROVED WITH A WRITIEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTIER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITIED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVO 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTIEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFlLILED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTIING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFlCALILY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALIL 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 MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RffiNTION/DETENTION FACILmES MUST BE INSTALILED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTIENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELIL 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 "C", 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. 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 SETBACKS 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 BOTIOM OF THE OITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT 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 SUBMITTIED 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 SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALIL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATIER CONVEYANCE SYSTIEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTILETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "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 STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). 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 PERVIOUS 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 CAPACITY 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 LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTIENANCE 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 APPROVE 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) SHALIL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). ~~~=,--~FINISHED GRADE VARIES G) RESTORATION SHALL BE IN ACCORDANCE WITH TYPICAL UTILITY PIPE TRENCH DETAIL FOUND WITHIN THIS PLAN SET ~ THREADED PVC PLUG @ PVC STAND PIPE -SIZE TO PLAN @ PVC 45' BEND -SIZE TO PLAN @ COMPACTED SAND @ PVC CAP OR PIPE AS DEFINED ON DRAINAGE PLAN (J) SHORT PVC STUB -SIZE TO PLAN @ PVC 45' WYE -SIZE TO PLAN CLEANOUT ASSEMBLY DETAIL 8 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ________ _ DATE:------- BY: ________ _ DATE· ______ _ BY: ________ _ DATE·------- BY:----------DATE: ______ _ ,-------------------.. ·-----·--· ·-·--·---, ----------------~-----------------------------------I u' 1'' 1' O" 10' 9• '----'--'--1 5' o· 7' 8" rn~rnNT CONCHETE DRJVEWAY ENTRANCE TYPES 1, 2, :J, & 4 Sheel 5 or 6 ,\DOPTED Cl1Y 01-' REJ>;TON STi\NDi\Y.ll PL\NS LS1 DAH: 04 104 I )~t ____ R_,v_,s_,o_N_' ___ ._-_-_lB_Y_._!AP_F_R_o_L __ c_"/_,'G_-_'_"'_"_'r:_, _rno4 -4 -----~~~~~J NO. REVISION BY DATE 1/?.'X~" 'CXPNJSION Mi\lcRiAI 1/4"R. AT JOINTS------- WID 111 Of' SID[WAl K --1/2"XS" EXP,\~iSl'.::-N \/<"./F, S / l·MTERL~l CdRB RETURN · .LOPF. / OILY CCNC, CIJRG AN:) GUTTrn SCORE l'~IES B 1/2"R ,;n \LI/. -"'-"' ,---i--. \ (;-1/·f'/FT. SLOPE \ 4·' 1/?"R \L. __ r ;-·PAV~Mi:'H As Pm PLANS ,---1.7.7"-c:..---- 4" I' \I ~ PAVEMENr AS Po.!S F'LANS \ \__" STNWAFW CEM. SO'JC. curm Nm GUTTER PAHKf/AY_/ L_STNJDf,RD CEM. cow;. ;;1_iRB ,\t-:D GU f!E.R SlE :SliLICI 2.'.il H),l 1,;)Al)WAY u:vELUf-'MENI '.il1\ND1\1SU3 P'l'S, f)\1\!MY JO<MIS ;;.!AU Sf. PU<:F.ll ~Qr 10 !:X(;H:'.; 1~· {;/(;. fK\~ I.CS> Jtl,\N H)' i;;,; mc.Y ':'!·A-.1. r,:;1 Hf'. lf.SS l~M/ 3_/i6" !11 'HICKNF:~~ .-1~0 .<,HM_L BE "XTf . .'WEO 2' ~!:LL-I'/ me C'JI IFR !IN£. 111· f~RU -~mr, SHALl fl"C P\.ACl:cl AT A\.C c:,,,:, ,C·INIS AS U~OCTW 6~ E~ON[~R AND S/'ALL EXTcf1D -,• 8f.l C:N G!l'JCHEIC. WI·[~[ H_C 'ilcf'//AL~ ·s; TO 6!: PlA2[0 AGAINST fH~ CL•R•J A'IO GU11Ell, TI·lf. ,,OUT SHALL !E: A CO.J -'~''"· 1(1'~ 5' t.Jo.P/\~S•'l'I MAlrnlM ~IIAIL, B'. PLAC[U rnc•a P.C,0 '\ lQ ,,, .. ,\I/ILL curm RE1Us/.S ·;2'x4• £XPANSIC/'i I.IAEmA'. S•l~LL BE PLACE[> Ar E~E?Y FOU?III c<~E'llnK D,Sll[L THE c~r·n;;;~ ~IX fCR ::;1c-cv,•L.K5 ':t•All CDWORM 10 CHC ~CQJ.'·RC><Ems cr-~L~,, S (~/4.) -~·,lJi AIR UJTO'/\•N~C~I 9J•JVIA0[ CCIAP/,Cll')~ S'!,11.l (!(, 9C% (!!C•Gl>l(I) ViiJCI{)'() ADOPTED Ctr\' OF RENTO;; .... -... --.. ·--· ..... _ ........... -·--· ._ .. ___ .. __ --------·-------------~ -··--··-·-·-·--··--·---- FRAME AND VANED ORATE RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION SE~ NOTE 1 ALTERNATIVE PRECAST BASE SECTION NOTES I PIPE ALLOWANCES I MAXIMUM PIPE MATERIAL I INSlflE ~--"''" REINFORCED OR P!.AIN CONCRETE l\ll MUAL PIPE ""_"L".1A_M~TER_ ! 12" --1---~;:· -- g'r~~;EC. 9-05.20) ! 12" sOLm WA1.i:·rvc·-----t-- (STD. SPEC. ~·C_5·::1~~-~ ---~5~ m-ifl~~:A~[i5~~(2)) ! 16" L____. -------- ., CORRLIGA.lrn f'O~YEfHYLENE STORM SEWER PIPE 1 As acC€plable alternatives to !11e rebar shown in th,;i PRECAST BASE SECTION. fibers (placed accor<:ling to the Sta11dard Specmc;itlons), or wire mesh having ;i minimum area of 0. 12 square inchos per foot shall be used wittl the minimum wqu!red re bar stiown In t11e Al TERNATIVE PRE CAST BASE SECTION. Wire mesh shall nol be placed in tha knockouts 2. The knockout dia1m.1ter shall 1101 be greater th,:m 20" Knod\outs sh,;111 have a wall !11icknass of 2" minimum to 2.5" maJ\imum Provide a 1.5" minimum gap batwsen tt,e knockout wall a11d the outside oflhe pipe After the pipe is irislalled, fill the gap w1t11 Joint mortar iri accordance with Standard Speciflcatlort 9--04.3. 3. The ma~imum depth from the finished grade to the lowest pipe invert shall be 5', 4 Tile frame ,md gr;,!e must be installed with the flsnge down_ 5 The Precast Baso SBcllon nmy have a munded floor, and the walls may be sloped at a rate ol 1 :24 or s1oeper. 6 Tim opening sh\111 be me,isured at the top of the pre cast base S8ciion 7. All pickup holes shall be grouted full after th!:! basin has b!:!en placed 8. All grade rings an<:! cosLings stmll be set in mo,1ar in accordc0nce w,th Stnndard Specification 9-D4.3. PCBLIC WORKS DF:PAR'l'Mfa~NT CATCH BASIN TYPE 1 STD. PLAN -200.00 MARCH 2008 ~----------·-----------------....... ·-··--·-···---·--·---------------------~ SURVEYED AXIS DESIGNED: s. BEIER DRAWN: s. BEIER CHECKED; SCALE: NO SCALE ONE INCH VERTICAL: NAVD 1958 HORIZONTAL: NAO 1 953/1991 CITY OF RENTON L. I I ' URI Vt.WAY ':}! tR,-V1Ct:: SIDE SLC:ic: (rYP.) \ \ DRIVC:'Nt\Y D\TR/l}JCE SIDE SLOPE (TYP.) CEMENT COKCRETF.: DRlVEWAY ENTRANCE TYPES 1, 2, 3. & 4 Sheel 2 of 6 ADOPTED Cl'J'Y OF REN'l'O?< STANDARD Pl.ANS l.':l'J' DATE. D4/04 TT. I --·-·-···---·-····1··~·;···~·:·~·~·-;1 DWG. Nr\',·1F.· F00'1--1 SP PAGE: t004. l ~--_ -------- J/8" PR£Md£1)rn J(H;J FllLER (HP)- CEllTERLIIJE OF LS-Ff=e 11. GM re. l PLAN VIEW /\DJUSTMEN'f SECIIOt~. NOT INCtlimrn , ,.,-IN CLrna AMC GV-fltf1 o,ti 11CM '-"'"+'-------''-"'"-'I CATCH BASIN ~NOT INCLIJDEO IN CURB ,',NO GlJTlE.11 EIO ITEM SEC-;ION 0 GENERAL NOTES: 2. The expansion joints of the adjacent sidewalk sl1aa be adjusted ta be In line with ttiese curb expansion joints. PUBLIC WORKS DEPARTMENT / / / / / / CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS C~MEt/T CONCRETE CIJlU!ANtl Gunrn STD. PLAN -101.1 Pl JW: lif/ll!""""-"'c1.lt= OAlE ----·--·---·--------------------------------·-·----··--------_J §~~IGllEINI 5 lOl §IHIO!Rll !Pl~ l 1 ~ll8l(Q)f [Rl(Q)~[)J DATE: 11/18/2014 F!ELDBOOK: PAGE, DRAWING NO: J. TUTTLE AT FVLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. C-8 APPR APPROVED: J. TUTILE SHEEf; OF; 8 13 JAN 2 O 2015 CITY OF RENTON PLANNING DIVISION w = 2 © <( z £:SJ f-= (_) @ill w I}= --, 0 O'.'. b (]_ © = @ill = [Qb, = 6 © Ji::: WJ b @) ©iJ @ill ~ WJ BY " BY ~ ~ w J ~ CATCH SAS ,'I FRAME ANO VANED GRATE (DETAIL 2'11.00) IIANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR APJUS rMENT SECTION ----GROUT, TfPICAL!SEENOTE5J --FUI.T SLAB TOP INTEGRAL BASE PfSEi::ASI' WITH RISFR MORTAR {IYP.) CATCH BASIN DIMENSIONS ----~---~-----, CATCH WALL BASE i MMIMVM 6im:Y~ BAS N THICKNESS lHICKNESSI KNOCKOUT ElEIWEE'f BASE RE NrORCING S!EEL in'm.11, EACHOIREC/:Q(l OIMtEIER . SIZE KNOCKOUTS SEPARATEBA5E INTEGRAL.BASE w 4• s· -i--35: , __ •c· _ _, _ __c"c'c' __ -_-s---_-__c"·c"c__o M_---l--'-'---f-~~- 00'" e· .. ,- 72' 6' 84' 8' ___ j___~-- oo· I e· NOTES No steps are required wheri heigh! is 4' or less The bottom of the precast catch basin may be sloped to facilitate cleariing. 3. The rectangu1;:ir frame a11d grate must be installed with the flange ctown The ffame may be cast into the adjustment secUon. •• i2' ,,. 42" ,,- 60" ,,. ... •• 0. 19 0.!9 ,-0.2:; 0 25 12" 0 J:; 0.21 12'' 0.39 ow -----12" 0.39 ow PIPE ALLOWANCES .,. 4 KnockoLtts shall have a wall thickness of 2" minimL1m lo 2.5" maximum. Pro\'lde a 1.5" minimum gap between the knockout wall and lhe outsida of the pipe. Arter the pipe i$ insIBllad, fill the gap with joint mortar in accordance with SUlndard Specification 9-04.3 ----- "' 84" 3:i' 5. All grade rings, risers, and castings stiall be set in mortar in accordance with Standard Specification 9-04.3. (j) Cam1g~le<I Pulylllh)l011e Slorin SewerPli,e (Std. Spee. ~-05.20) ~ rn~: ~:~: ~:~;:im:1 PUBLIC WORKS DEPARTMENT AHEAD OF THE CURVE ., PLAN VIEW CATCH BASIN TYPE 2 t•T [13mm] LErlERIN(l 801.llJOLE'S • ~ PLCS EOI.MLlY SP/\GED 120' AF/IRT ON 21 !116' ($06mm) [ll/\B.G -(1)!'(25rnm) t>III PIGKHDLE •.• 11.'-1'' IJ:lmw)lETTERINO I ---------~;.,~~] --i ~-m] r;:;,,, ,£ '<'.\j -" iiY"'1<lEf 1 L I B3/4' L 21f.l' ---·--·-------[222mml \o4rnml m COVER SECTION VIEW '~-20 1'2'0IA IS7Jmrnl 2"1/4' Dto. {/,41mmJ l- -1,'4"(';n,m)[1111 .. NEOl'RE~E GASKET 1 1116' r [27mm] STD. PLAN -201.00 MARCH 2008 COVER BDTTOM VIEW (J)OlTSDG (111.LENHEAO) 51B"-11X 1.5SS ~USBER '11'1\SHE'R '--~ '~ EON BOLTING DETAIL =;:T ' l [15'mrn] "="-i---------l--l=----1 ,.. Ji !l&TimJ ' I-! ma·rnscco,e, ~ ,-----159411\!1l] -------- ~7 511~' DIA ---[694,,,n,J ' ! :--3~ 118' PIA [867mm) GASKET GROOVE DETAIL NOTES FRAME SECTION VIEW ALL COVERS SHAil ae'.LOCKII-IG LID PER EAST JORDA~ IRON WORKS INC. ~Q. 3/1/C! O'l IIPPRO\IEO EOU/IL STD. PLAN -204.50 PUBLIC WORKS DEPAffl'MENT STORM ROUND FRAME AND COVER MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BY: DATE DATE: BY: DATE: FRAME AND VANED GRATE / ~EENOlF.4 CLEAN SURFACE ANO OOTTOMA11i.A. l'~OVIDE L'IIIFORM CONTACL rHE SURFACE AllEA Of THE BASE BECllOfl MUSf BE GROUTEll 10 llif 110110!.1 AflEA OF THE AnJl>SrMENl SE:CTION. 111 11111, 1,(.:·,-2:2:;3 BASE SECTION NOTES THE COVER OR GRJ\TING OF ACAi CH BASIN SM/ILL NOT OE GROUTED TO FINAL GRADE u~rnL !HE FINAL ELEVATION OF THE PAVEMENr, OU l ff.I,, DITCH, ors SIDEWALK IN WI IICH Ir 18 lO BE PLACED I-IA$ BEEN ES r /\BLISIJEU, /\ND UN I IL PERMISSION THEREAFTER IS GIVEN BV TIIE EflOINEr:R TO GROUT IN PLACE IN /\CCORDANG[ WITH/\PWASTANDARD S1°E:Clf1CATION /.()(i.:J. 2. SHIMS SHAU. NOT BE USED TO SET FRAME ro GRADE. nit USE 01"' SHIMS IS PRO!-IIBITEO. 3. A CQfJTINUOUS I..AYU\ 01' MOIHAR SHAI l. 13E Pt A CEO LI El WEE~J /\DJUS fMEMT RINGS AND smc:Ks PI/IOR 10 f'I.ACE,\.ffCNT .\. 'fl-It Us~ OF BHICl(S Is PfflMltrED WHl:RE Tl!E: BfllCKS ARE STAGGEREOTOCREAlE A RUNNING [30NDOR )', BOND 5 AIJJUSTMEN I" f;E(; fl ON SHAU. llE tmmn l:[} WAl u~ 1 IGI If TO 11 !E uo I I UM /\riEA IJF ·1111:: AU,JUSI lvltN l Sl.::C rlON WI I! I NOl>JGI IWNI( (;l"S<JU 1 G. GllOU rr~JG BE"IWfEN f\[),JUS1MEN f SEC"I IDN SHALL Bl:: WAll:H IIGIIL 7 ()HOUT IG TO BE MON SHRINK TYPE GROUT MEETIMO "TIIE fl[QUIRICM[NI';; OF Af:-IM !li7 l-'Hll'lf'WA 01ANU,0.HU llMCClf'ICi\TION ll-20.3 l'OH. MAXIMUM PERCfNTDRY RHRltlKAr,E, rnr: MIMIMIJM cm,1PnESSIVE SfRHJGl 11 ~;fl/\l.l. Ol: 1,000 PSI /\T7 DAY PF:f! APWAf:.IANOi\R[) :::;rr:c11 ·1cAr 1mJ \J.w.:i B. l'ICI( ILIF l"ING 1101 ES Allf' TO m: GIWIJffl)Wl\lf:H TIGHl, ------------~------------- PUBLIC WORKS DEPARTMENT CATCH BASIN INSTALLATION ---~-- . _PLAN_ --202.00 MARCH 200B --------~------·-----------·----------·----~ 2"(rYP·J-{r ~=u,--(_-· ___ ··_lc--.·-.·-,rJi: 1"1.tlN 2112" MAX. 7Z" FLAT SLAB TOP m~_-J]-·' __ -_. '\''""®''""'" £11 I ...2,v·) \if / ) 20', 14' OR _f--<:,,,-, , , 24" OIA!~. HOLE ~/ -1r 2·1rn.i L 1-r-·r:-:-·:-:h --1 wl I J L1"MIN 21/2"MM 48", 54", or 60" FLAT SLAB TOP RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire n1esh having a minimum mea of 0.12 sq\Jare lni,hes per foot mny b,;i used for adju5tme11t secllol\S. TYPICAL ORIENTATION FOR ACCESS AND STEPS I 24" MN. I zf ;--·-· -\,(\\,._ __ , ___ --~ r: \"· rs?;-,------'% 1-__ w~mL _ __j ECCENTRIC CONE SECTION 12"(TYP.)r '-' ' ---1 ' µLJ PREFABRICATED LADDER STEP CIRCULAR ADJUSTMENT SECTION STD. PLAN -204.60 PUBLIC WORKS D8PARTMF.NT MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES MARCH 2008 1 REVISIONS PER CfTY REVIEW COMMENTS -OCT. 14, 2014 NO. REVISION SB 10/2014 BY DATE -------------------- ' 291i4" 1 ~--- ~'---. __ ---------·---·-----_-----1 -----,m,oowse<m,:,: ~/9 1 1 1, L ~i ' I los f-,/ -SIS'-1\NC,SEE-/ DETAIL & NOTE 2 I ' -'--~----------------------~ TOP 241/4" I ~--~!-_____ --'-__ _ (!) ---------------------l lli 1'8' ------, ··Li/4', I! I 1 stu· DETAIL(~ SECTION 0 RECESSED ALLEN I ff AO CAP SCREW ~18'-11 NQ, 2'' SECTION BOLT,OOWN DETAIL SEE,mt 1 -<9 NOTES 1 This frame is designed to accommodale 20" x 24" grates or covers Provide two holes In the !rams that am vertically aligned with t he grate or cover slots. Ti!p Oi!Ch hole lo accept a 518" -11 NC" 2" alle11 head GllP screw. Location or bolt down holes varies among different manufacturers. J. Refer lo Standard Specification 9-05.15(2) for addlUonal req\1irements. ISOMETRIC VIEW STD. PLAN -204.00 PUBLIC Vi'ORKS DEPARTMENT RECTANGULAR FRAME MAl~CH 2008 ~------------------------------· ----------- JRT ! ! , 1:; ' i APPR A. Metal and Concrete Pipe i ~ ~P,~~,"'---'"S'C'-- ' __ 1_' · 0.1000 mlr\ 0.%0.0.m~. ~,a,el Mcklll / l<Y pip• b•Ud">\l , .._gnve1 ~c~M For '-..,_ f<,mcdal;,,,,. wl,..n <p•,:'O•d a. Pipe • Arch lnstalla,Uo11 Rigid P;peNOfES: 1. Pipe compaction limi1S shown on this pl;J.tl are for pipe con~lru,:;11on In an e111ba11kment. Forp;pe constntction In a trencl,, thi;, horizontal limits oflhe pipe compacllon zone shall be 1he wall~ of !he 1rench 2. All steel Mr.I alutnlnutn pipe and plpe·arches shaall be installed In accor,:Jance witl1 design A, 3. Concrela pipe wl1h elllptlcal reinforcement ~hall be insWlled In ac~ordance wi!h de$lgn A, Concrete pipe, plain or w,th clr.::urar relnforcenient. shall be l11stall1:!d w11h design /1. 5, 0.D. Is equal to lhe outside dlame1er of a pipe or the outside span of pipe-w;h. The dimensions shown as O.D. with 3' mJxlmum shall be O.D. until O.D. equ;J.ls 3': at which point 3' shall be used. ' 1'-0" for <Jiamel~rs 12" through 42• and spans lhrougt1 50" 2'-0" for diame!ors greatw than 42" ar.d sp;J.11s grea~r than 50". beJdin~ rra1011a r.,,-t"'ble p,p@ (••• "~:a 6J Flexible Pip,;, NOTES· • A ,4" min. 2r1.0. ancl onder o·oin,o,BJU ,.u 1. Provide uniform support under barrels. 2 Hand lamp undsr haunches 3 Compact bedding maler!al to 95% ma~. density; directly o~er pipe, lrn11d tamp only 4 See "Excavation and Preparntion of rrench" in s,init.ary ~ewars section ol 1he slandard WSOOT//IPWA ~pe~irica1ions for trern;h Width "W' and trenching options. The pipe zone w111 be the actual 1rench width, The minimum ccmcrete width sJ,all be 1 j l.D, = 16", 6. Trench backfill shall conforni to "Batkfllli~ Sawer Trencl1os" in the sanitary sowers aec!1()!1 ,_,f lhe WSDO f/APWA standard speciricalions, exGep! llml rocks or lmflps larger than 1' per foot of pipe diameter shall not be used ;11 the backfill material See "Bedding Material for Flexible Pipe" in aggregates section of tlm WSDOTIAPWA standard specifir.a1ions for t11e material specl~catlo,is. Backllll material placed in O.IY loose layers ai1d compacted 10 95% mi.ll<itnum density. Method B or C wrnpqdion (WSOOT/APWA) stqndard specir.,;:alions.) Min. dist. Pipe Size between barrels circular pipe 12" to 24" 12" cane., LCPE, CMP 30" ta 96"' diam./2 (diameter) 102" ta 180' 48" pipe -arch 18" ta 36" 12" metal only 43" to 142" span 13 (span) 148" to 199" 48" PUBLIC WORKS DEPARTMENT PIPE COMPACTION DESIGN AND BACKFILL ~-PLAN -220.00 .MARCH 2008 S\JRVEYEO: AXIS DESIGNED: S. BEIER DRAWN: S. BEIER CHECKED: SCALE; NO SCALE ONE INCH VERTICAL: NAVO 1988 HORIZONTAL: NAO 19133/1991 ]_-_ CITY OF RENTON J, TUTTLE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY , l·J--"-j,U H ', \._ . Planning/Building/Public Works APPROVEO: -----. J. TUTTLE i ! -, i I -,, ___ J TOP 24· ---i ' ii I 7 OR 6 EQUAL Sf'ACE':l 1 ' ~ ,DIR~CT ON OF FLOW i --ex,---;w ·,:r·7-7~~ ,--L11JL.cc.effccc~__,,fr--ci/fL(l-efL M SECTION(~) ISOMETRIC SLOT~SEEDErAIL AND110TE 1 ,- ljj ,-J - ~ ' I L -~--------%8 'it-~ a F-~ i b ~---- SECTION~) BOLT•DOWN SLOT DETAIL SEE NOTE 1 Refer to Standmd Specification 9-05.15(2) for additional requirements. Unless otherwise specllled, vaned grates shall be used with standard frame in the-travel way, gutter or shoulder. varied grates shall not be located within crossroads. Use vaned grales along rolled curbs. PU!JL!C WOHKS o~:PA!tTMJ.i;N'J' RECTANGULAR VANED GRATE STD. PLAN -204.20 :MARCH 2008 ~------------·-·--- [/9/2009 Dept FIGURE 5.4.7.A EXAMru: SMALL INFILTRATION BASIN 20"x 24" standard catch basin lid with overflow grate inlet >----'-< oil collection sediment collection catch basin with bottom NTS v "I filter fabric 6 0 ~ 6 • precast catch h ..v~ basin w/o bottom J?H 54" DIAMETER 0 ; '.la drain rock 2009 Surface Waler Design Manual 5-76 ~~~ffe\~~~ !Bi l01 ~IH](Q)[Rlf !Plffe\1 1 ffe\ l 18l O 1 IRl O ffe\ IDJ DATE; 11/18/2014 FIELDBOOK; PAGE; DRAWING NO; C-9 SHEET: OF: 9 13 JAN 2 0 2015 crrv OF RENTON PLANNJMG OIVl!:.ilON w 'jg ::, <( (i\fil z © f--- 0 @:: w -:, = 0 © Q:'. [L g5J = (i\fil I}= b © = (i\fil = IQb = 6 © g; !!!Ii) b @) (gji) (i\fil ~ !!!Ii) ' I I F.ND SECTION LENGTH SHAL~ BE AT LEAST SIX_TIMES THE OIAMETERO_F_THE_ PIPE (SEf. WSDOT STD. SPEC. 7-02.3(1)) i ow~ mmr 1! ,r~ 1111,1111~, , ii m11rnijr1 ~ i: r:1 '""'·,~,,,, .. I ~ill! 1111~ ii II iliW!t:i Hiiiii II Ii !il!li~lirnmmimm~,,- THERMOPLASTIC PIPE! -(N ! . .. -. ·--·-----,,, ,,, V I ---~---~S!~~'!__--- r . -- c.:::::::::::: .: ::~ I _b::::·_ ..... _ ..... _ .. -... _-·_·_··_-·_···_··_··_·_···_··_··_·-_·_··_··_··_-···_ ... --_···~·---·--. --. ~---·-·-·-----=~-.................. -----~I ~~f--,_ ~· MAX CONCRETE PIPE METAL PIPE NOTES 1. The culve,t wds shall be beveled to match 1he ernbankmentcrdi!ch slope and ~hall not he ~siveled flatter lhan 4H: lV. When slopes am between 4H:1V ~nd 6H:1V, shape the slopo in 1he vlcinlly of the culvert end lo ensure U1a( t1Q parl of the tijlve,t protrudes more ij1an 4" above the ground lint!. ,. Fielcl cutting or evlvert ends Is permitted when BPPfOved by the Engineer All field-cut culvert pipe shall be [re a led with trealm~nt a& ot1own in U1e S1andard Specifications or Geneml Speci~I Provisions · ~~~ PUUUC WORKS STD. PLAN -221.00 \:J~ .. ~£) DEPAf<TM~NT BEVELED END SECTIONS MARCH 200tl a PLACEMENT DETAIL MAXIMUM VOID '15 SQ. IN. . GRADE SECTION I' MIN CONCRETE WALL CAP MAXIMUM SLOPE r-o" FABRIC AND GRANULAR BACKFILL (SEE SPECS.) 4• OR 6" DRAIN PIPE 6" NATIVE MATERIAL (TYP;) PROVIDE DRAINAGE CONTROL AS REQUIRED BY ENGINEER , .,,,--MORTAR TOP LAYER V OF ROCK (TYP.) BATIER 1/4:1 UNLESS OTHERWISE SPECIFIED 4 • OR 6" DRAIN PIPE, SOLID OR PERFORATED PVC />S SHOWN IN THE PLANS. NOTE: SOLID OR PERFORATED PVC STEEL HANDRAIL REQUIRED WHEN ROCK WALL IS OVER 2 FEET IN HEIGHT MEASURED FROM ORIGINAL GROUND. />S SHOWN ON THE PLANS. WALLS NOT TO EXCEED 4' IN HEIGHT. ROCK WALL DETAIL 8 NTS l '"·------16_' _____ ~..------"14,_' ____ --i I ' 1~ I<>' 3: cj "' I ,f CONC. TRAFFIC CURB AND GUTIER PER WSDOT STD. "\ PLAN F-10.16-00. B' LANDSC. I STRIP , j 5' Bil, .. 'I'. 'f_ 'f_ ~ ,::2'! ,:,;'.f . ·-J"""J/~~»jY,_;.'>~i.lf~;.:.. -, ~-_/}:(,} lu ROCK WALL WITH BACK OF WALL DRAIN PER DETAILS ON THIS SHEET. END SECTION C k·. ·,-' r-1·. ct=icCES7'1'•'~7 r;~-m:3 ---- ~··, f}i.l 4" CONC. SIDEWALK PER CITY DWG. FOO? no 21)0,ij 6" DRIVEWAY ENTRANCE PER CITY DRAWING F004.4. --J i-1' TYP. 2" OF CRUSHED SURFACING TOP COURSE (SIDEWALK) QR 4" OF CRUSHED SURFACING TOP COURSE (DRIVEWAY) STA 14+60 TO STA 14+68 I 16' 14' --·------------.----..!.:!..-----! I ' 13 ,f NOTE 1: TRENCH FOR BACK OF WALL DRAIN LINED WITH NON-WOVEN CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, STANDARD SPECIFICATION 9-33.2( 1 ), TABLE 1-LOW SURVIVABILITY, TABLE 2-CLASS A. I 1· CONC. TRAFFIC CURB AND '1° GUTIER PER WSDOT STD. "\ B' LANDSC. 5 , 1.5' TYP. .,/ • PLAN F-10.16-00. I STRIP I I ~. ·;.>/ END SECTION B ,;2,r r·~./.,"""-MINOR GRADING PER ENGINEER'S -. _J~.?T'fc,';f.'cr"' ·.p.''.¢.=,,.'lij1!/ RECOMMENDATIONS (2:1 MAX. CUT) ' • r,.,,-L ,.,J;f \...__ ~. -... ~.·,.:--.ri,.~1. ;_{;;:.:.v--~ -........._ BACK OF WALK DRAIN .... (---,,_,; -1, .. r:;,.-,1:, SEE NOTE 1 ;,~lt'f.-{l/ ·c . • ~·.~. ·-1 , 3/4" WASHED ROCK --J l-1 TYP. FILTER FABRIC, SEE NOTE 6" PERF. PVC STA 11+68 TO STA 12+18 STA 13+58 TO STA 14+60 16' 14' ------i.----2.:!..-----i I ' ,;. lei /!::: CONC. TRAFFIC CURB AND GUTIER PER WSDOT STD. "\ LANDSC. STRIP [5 PLAN F-1D.16-00. VARIES B'-9' , j I 5 1 'I'. '/'. I ~ ,::2% I ',IINOR GRADING PER ENGINEER'S 'E.i~~f'~~Yu:.;''{•t_' 7 ,~,:.:l~EC:::::~:T:ENRS C(l:1 D::· :~~~ QR LcJJn 6" DRIVEWAY ENTRANCE PER CITY DRAWING F004.4. END SECTION A --J i-1' TYP. 2" OF CRUSHED SURFACING TOP COURSE (SIDEWALK) QR 4" OF CRUSHED SURFACING TOP COURSE (DRIVEWAY) GRAVEL BORROW TO RAISE SUBGRADE TO BOTIOM OF STA 12+38 TO STA 13+38 SIDEWALK SECTION, 1'S REQUIRED, TYP. PROP. o B" WAT. EX. B" WAT. 30' (-\ / PROP. 12" STORM ·~ EX. 8" t-----7-.3-:,----1----6-.07' ---i..-2-.-1,-' -+------1-0-.4-,-----~., SANI. NOTE: EXISTING AND PROPOSED UTILITIES REPRESENTED IN THIS CROSS SECTION DETAIL ARE SHOWN IN AN APPROXIMATE HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL USE THE ONE-CALL UTILITY LOCATE SERVICE, INFORMATION FOUND THROUGHOUT THESE PLANS, AND DOCUMENTED SURVEY CONTROL TO INSTALL NEW UTILITIES. TALBOT ROAD IMPROVEMENTS SECTION DETAIL SECTION C-C NTS LOOKING UPSTATION TO THE NORTH STA 11 +45 TO STA 11 +68 STA 14+68 TO STA 14+95 SURVEYED: AXIS OESIGNED: 3 REVISIONS PER CITY REVIEW COMMENTS -NOV. 13, 2014 SB 11/2014 JRT s. BEIER SB 10/2014 JRT DRAWN: S. BEIER 2 REVISIONS PER CITY REVIEW COMMENTS -OCT. 14, 2014 SB B/2014 JRT CHECKED: J. TUTILE 1 REVISIONS PER CITY REVIEW COMMENTS -JULY 29, 2014 BY DATE APPR APPROVED: J. TUTILE NO. REVISION SCALE: NO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCAlE ACCORDINGLY ASPHALT SECTION PER APPLICABLE PAVEMENT SECTION ON THIS SHEET. CRUSHED ROCK OR NATIVE MATERIAL AS REQUIRED TYPICAL UTILITY PIPE TRENCH DETAIL NTS SECTION VIEW G) ® @ TRENCH NOTES (j)-GRAVEL BORROW, PER SECTION 9-03.14, PLACED IN LOOSE LIFTS NOT EXCEEDING B" IN DEPTH AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY AT LOCATIONS WHERE REQUIRED AND/OR SPECIFIED. THE PERCENTAGE P/>SSING THE #200 SIEVE SHALL NOT EXCEED 5%. NATIVE MATERIAL, WHERE DEEMED ACCEPTABLE BY THE GEOTECHNICAL ENGINEER, MAY BE USED IF PLACED IN LIFTS NOT EXCEEDING 12" AND COMPACTED TO A MINIMUM OF 90%. @-SEE WSDOT STANDARD PLAN B-55.20-00 FOR PIPE ZONE BEDDING AND BACKFILL REQUIREMENTS FOR VARYING PIPE SIZES AND MATERIALS. @-IN TRENCHES WITH SOFT, YIELDING MATERIAL, 1'S DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL OVER-EXCAVATE TO ONE-FOOT BELOW THE PIPE INVERT AND BACKFILL WITH 2-1/2" MINUS BALLAST AGGREGATE TO THE BOTIOM OF PIPE BEDDING PER STANDARD SPECIFICATION 9-03.9(1). ©-UNDISTURBED EARTH. @-TRENCH LINE. @-SURFACE RESTORATION SHALL BE IN ACCORDANCE WITH GENERAL NOTE 1. GENERAL NOTES =-~ (NOTE 1) RESTORATION SHALL CONSIST OF REMOVING ALL ROCKS GREATER THAN 1" IN DIAMETER, BLENDING THE TOP OF THE TRENCH WITH THE SURROUNDING GRADE ANO REMOVING ALL SPOILS FROM THE SITE. (NOTE 2) IF THE EXISTING />SPHALT ROMJWAY IS DISTURBED, REPAIR ACCORDING TO THE FOLLOWING REQUIREMENTS: A. 3" OF CLASS B ASPHALT, PER SECTION 5-04 OF THE WSDOT SPECIFICATIONS, PLACED IN 1.5" MINIMUM LIFTS, ANO COMPACTED TO 91 % RICE DENSITY. B. 3" OF CRUSHED SURFACING TOP COURSE PER SECTION 9-03.9(3), TO BE COMPACTED TO 95% OF MAXIMUM DENSITY. C. GRAVEL BORROW PER SECTION 9-03.14, AS NECESSARY TO PREPARE THE ROADWAY SECTION, COMPACTED TO 95% OF MAXIMUM DENSITY. PLACE IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES. (NOTE 3) PIPE BEDDING AND COVER MATERIAL SHALL BE USED IN ALL TRENCHES REGARDLESS OF LOCATION. GRAVEL BORROW TRENCH BACKFILL SHALL BE USED IN ALL TRENCHES UNDER CRUSHED ROCK, CONSTRUCTION ANO PERMANENT TRAFFIC AREAS, AND WITHIN FOUR FEET OF THE ABOVE-MENTIONED CONDITIONS. ~--(NOTE 4) ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE ENGINEER. (NOTE 5) SAWCUT EXISTING ASPHALT ONE-FOOT BEYOND EDGE OF TRENCH. TACK COAT EDGE OF SAWCUT AND SEAL JOINT WITH CSS-1 AND SAND, APPLIED WITH HEAT. (NOTE 6) ALL DENSITIES FOR GRAVEL SHALL BE PROCTORED USING ASTM D-1557 TESTING. ASPHALT SHALL BE PROCTORED USING STATE APPROVED METHODS. DENSITIES SHALL BE DETERMINED USING A NUCLEAR DENSOMETER CONFORMING TO />STM 0-2950. QUARRY SPALLS 2.0' 'r.- 2.0' 4.0 2.0 PLAN VIEW QUARRY SPALL PROTECTION DETAIL 0 NTS 1.0' 0.15' CLASS B 5.0' 1.0' PARABOLIC i>SPHA~ ROUNDING . ~-y.,•~i'~~~.!%w$~~.z/~ ~"' ., .. ,_. I "'//)' ;;,.t?J/f}.tf{ftft{t('.(~ ;o,:ll, ~- COMPACTED CRUSHED '-_ COMPACTED GRAVEL SURFACING TOP COURSE BORROW MIN 4,, DEPTH BLEND ASPHALT FLUSH WITH IN COMPLIANCE WITH CITY OF RENTON STANDARDS APPLIED AT TRANSVERSE ' ' PROP. CONC. SIDEWALK AND SIDES OF SIDEWALKS, AS />SPHALT ROAD EDGE. APPLICABLE. VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 ASPHALT TRANSITION WALKWAY DETAIL NTS CITY OF RENTON Planning/Building/Public Works Dept. BY: BY: BY: BY: ~~ffe;,~~INI !:5i lLO'f ~IFilOIRlu !P'llffe;, 11 Li ffe;, lL [Bl (Q) Li IRl (Q) ffe;, [i) DATE: DATE· DATE: DATE: OATE: 11/18/2014 FIELOBOOK: PAGE: DRAWING NO: C-10 SHEET: OF: 10 13 A-NNNNAA RECE JAN 2 0 2015 CITY OF REMTON PLANNING DIV1SION w '@ 2 <( (ii§ z @ r oc u w ----, = 0 @ °' (l_ JQJ = (ii§ if= Is @ = (ii§ = @a '\I; @ Jc": WJ Is @l) tgJi) (ii§ ~ WJ .. A B TRUNCATED DOME SPACING SEE NOTE 3 "" ~ ~ "" B TRUNCATED DOME SECTION 0 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE A B C D E TRUNCATED DOME DETAILS MIN. 1.60~ 0.65" 0.45" 0.9~ 0,2H CURB RAMP, LANDING, CUT- THROUGH OR WALKWAY DETECTABLE WARNING SURFACE (DWS)- SEE NOTE3 MAX. 2.40'' -- 0.90" 1.40~ 0.2" BACK OF CURB ( SEE NOTE 2 :::· .::::• 2' -O" MIN. - :. ·:::::• TYP. OF ALL ---'Sl.;l;§§i,!!"i!!g!),;, .. a,. -c-=c;~""\;_JL APPLICATIONS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDING, CUT-THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL NOTES 1. The Deteclab1e Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning Surface shall be placed at the back of curb, and need not follow the radius. 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel 5. lf curb and gutter are not present, such as a shared-use path connectio.n, the Detectable Warning Surface shall be placed at the pavement edge 6. See Standard Plans for sidewalk and curb ramp details. 7 · lf a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. l'J Dl OFFSET 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp CURB RAMP SEE NOTE 8 WlDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 4 LANDING WALKWAY WALKWAY CURO riAMP BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING !<: 5 FT. FROM BACK OF CURB) {SEE NOTE 6) CURB RAMP .. SINGLE DIRECTION CURB RAMP (GRADE BREAK BETVVEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 6) FLARE ITT!]"'rn°'g:"':·:"'i FLARE BACK OF CURB -Jl SEE NOTE 2 ~ DETECTABLE WARNING SURFACE (DWS)- SEE NO TE J VVlDTH OF CURB RAMP \.IVIDTH OF WALKWAY PERPENDICULAR CURB RAMP (SEE NOTE 6) DETECTABLE WARNING SURFACE (DWS)-SEE NOTE J DETEC s TABLE WARNING SEE NOTES 4 & 7 WIDTH OF CURB RAMP, 0ND1NG, OR WALKWAY 1mv.;;;;;;· " ~ , , DETECTABLE: WARNING SURFACE (TYP.)- SEE NOTE 3 WIDTH OF CUT-THROUGH (TYP.) DETECTABLE WARNING SURFACE (TYP,)- SEE NOTE 3 BACK OF CURB - SEE NOTE 2 ISLAND CUT-THROUGH BACK OF CURB - SEE NOTE2 MEDIAN CUT-THROUGH JffifJf!J BACK OF CURB - SEE NOTE 2 WIDTH OF SHARED- WALKWAY (TYP) CURB RAMP WALKWAY LANDING CURB RAMP WALKWAY URFACE {DWS); \ lo~ USE PA,H Oyl WIDTH OF CUT-THROUGH BACK OF CURB - SEE NOTE 2 WIDTH OF DETECTABLE WARNING SURFACE (DWS)-SEE NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) I I\"' RAIL - I\ :mr.:::::: ~ -" ~ , , ~;, 'UI) \_ PATH OR WALKWAY (TYP.} ROUNDABOUT SPLITTER ISLAND DETECTABLE WARNING SURFACE (DWS)- SEE NO fES 4 & 5 PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES DETECTABLE WARNING SURFACE DETAIL NTS PAVEMENT EDGE SHARED-USE PATH OR WALKWAY SHOULDER SHARED-USE PATH CONNECTION WSDOT STANDARD PLAN F-45.10.-01 DETECTABLE WARNING SURFACE 2 REVISIONS PER CITY REVIEW COMMENTS NOV. 13, 2014 REVISIONS PER CITY REVIEW COMMENTS OCT. 14, 2014 NO. REVISION SB 11/2014 JRT SB 10/2014 JRT BY DATE APPR SURVEYED: AXIS DESIGNED s. BEIER DRAWN: s. BEIER CHECKED: J, TUTTLE APPROVED: J, TUTTLE SCALE: NO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCAlE ACCORDINGLY STD. 24"¢ MANHOLE FRAME w / LOCKING LID l (''' \ ECCENTRIC CONE •• SECTIONS AS---: NEEDED • " BASE SECTION:--·• • • • c-:.-c. ,C"'.~,-. --~. -- ··;: · · ·· ,. :~ ·-: ·: .. \ · ' . ' '. • .. . ~' ~' •' .• .,. ·.: . ...-.'ff.: .. • ~·-. .. ' ' . •• ·• RESET EXISTING MANHOLE RIM TO FINISHED CONCRETE SIDEWALK GRADE. RESET SHALL ENSURE 20" MAXIMUM NECK HEIGHT. --~> / NOTE: ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. MH30A D/T SMOOTH DESIGN OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE BREAK OF THE CONE AND THE MANHOLE COVER. STANDARD MANHOLE DETAIL 0. NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS VERTICAL: NAVO 19136 HORIZONTAL, NAO 1983/1991 -L t!.;,~ "· . ' ' '··1 CITY OF RENTON Planning/Building/Public Works Dept. BY:--------- BY: ________ _ BY: ________ _ BY: ________ _ ~~ffi;,~~~ ~ ILOl ~IHIOL°ill lP'IL,:il;, l l ,:ll;,[L[Bl (Q)l IRl (Q) ,:ll;,[Q) DATE: _____ _ DATE:------- DATE: ______ _ DATE: _____ _ OATE: 11/18/2014 FIELOBOOK· PAGE: DRAWING NO: C-11 SHEET: OF: 11 13 -JAN-2, 0 20+5.-- CITV Of RENTON PLANNING DIVISION w 2 <( z f-u w ---, 0 (l'. (]._ 0) co 0 I T""" T""" <( :::) _J -0 ro 0 a: +-' 0 .0 ro I- C 0 +-' ro 0.... +-' ,._ 0 ..c Cl) C Q) Cl ro .:s:. Cl) GENERAL REQUIREMENTS 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE "STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (WSDOT SPECS.), AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IN CASE OF A CONFLICT BETWEEN THE PLANS, REGULATORY STANDARDS OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMENIT WILL PREVAIL 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER CONSTRUCTION DOCUMENITS APPROVED BY ALL PERMITTING AUTHORITIES. THROUGHOUT THE PERIOD OF CONSTRUCTION, THE CONITRACTOR SHALL COMPLY WITH THE TERMS OF ALL PERMITS. 3. THE CONTRACTOR MUST HAVE A FULL SET OF CITY CONITRACT DOCUMENTS ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. CONSTRUCTION NOISE SHALL BE LIMITED TO BETWEEN 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE BASED UPON A COMBINATION OF FIELD RECONNAISSANCE, FIELD SURVEY, AND UTILITY COMPANY RECORDS AND ARE SHOWN ON THESE PLANS IN AN APPROXIMATE WAY ONLY. THE CONITRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST 72 HOURS PRIOR TO STARTING CONSTRUCTION, PHONE: 1-800-424-5555. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL OF THE VARIOUS UTILITY COMPANIES TO ARRANGE FOR FIELD LOCATIONS OF ALL EXISTING UTILITY FACILITIES. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR COSTS INCURRED BECAUSE OF DAMAGE DONE TO EXISTING FACILITIES BY THE CONTRACTOR'S WORK FORCE, INCLUDING COSTS FOR REPAIRS, WHICH WILL BE CONTRACTOR'S SOLE RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL EXISTING UTILITIES AND TO NOTIFY THE ENGINEER PROMPTLY OF ANY CONFLICT BETWEEN THE APPROVED PLANS AND THE LOCATION OF ANY EXISTING UTILITIES. 6. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE RESULTING FROM THE WORK. THE CONTRACTOR SHALL RESTORE ALL PRIVATE AND PUBLIC PROPERTY DISRUPTED BY THE PROJECT IMMEDIATELY AFTER CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING IN CONFORMANCE WITH THE TEMPORARY EROSION AND SEDIMENIT CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP SHALL BE ON-SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. 8. THE CONTRACTOR SHALL MAKE DAILY EFFORTS TO KEEP THE SITE IN A NEAT AND ORDERLY CONDITION TO THE SATISFACTION OF THE CITY, OWNER, AND ENGINEER. 9. SITE CLEARING SHALL INCLUDE REMOVAL OF ALL ABOVE GROUND AND BURIED DEBRIS AND WASTE THAT MAY BE PRESENT. THE CONITRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SUB-SURFACE CONDITIONS AND SOIL TYPES IDENITIFIED IN GEOTECHNICAL REPORTING. 10. THE CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY OF RENTON (CITY) PRIOR TO COMMENCING WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 11. ALL ASPHALT AND CONCRETE REMOVED FROM THIS SITE SHALL BE DISPOSED IN AN APPROVED DISPOSAL SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEES NECESSARY FOR THE DISPOSAL OF MATERIALS. 12. THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH REPRESENITATIVES OF THE OWNER AND ENGINEER A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. THE OWNER WILL SCHEDULE THE MEETING. 13. ALL WORK PERFORMED AND ALL MATERIALS INSTALLED WITHIN PUBLIC RIGHTS-OF-WAY (OPENED OR UNOPENED) SHALL BE SUBJECT TO APPROVAL BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND/OR THE SOOS CREEK WATER AND SEWER DISTRICT (DISTRICT). A REPRESENTATIVE FROM THE CITY AND/OR DISTRICT SHALL INSPECT ALL WORK IDENITIFIED ON THE PLANS WITHIN THESE RIGHTS-OF-WAY. THE CONTRACTOR SHALL CALL AT LEAST 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS AS FOLLOWS: A. PLACEMENT OF TEMPORARY EROSION CONTROL MEASURES. B. CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES. C. PLACEMENIT OF WATER MAIN AND BACKFILLING OF WATER MAIN TRENCH WITHIN ROAD RIGHTS-OF-WAY OR EASEMENTS TO BE DEDICATED TO THE CITY OR DISTRICT. D. PLACEMENT AND BACKFILLING OF UNDERGROUND UTILITIES (STORM SEWER, SANITARY SEWER, OR OTHER PUBLICLY SHARED FACILITIES) WITHIN ROAD RIGHTS-OF-WAY OR IN EASEMENTS TO BE DEDICATED TO THE CITY OR DISTRICT. E. GRADING OF PUBLIC OR PRIVATE ROADWAY AT: 1. COMPLETION OF EXCAVATION TO SUBGRADE. 2. COMPLETION OF BALLAST COURSE PLACEMENIT. 3. COMPLETION OF CRUSHED SURFACING COURSE PLACEMENT. F. POURING OF CURB AND GUTTER AND SIDEWALK IN PUBLIC ROADWAY. G. ASPHALT PAVING IN PROGRESS IN PUBLIC ROADWAY. H. OVERALL INSPECTION FOR FINISHED SHOULDERS, DITCHES, PERMANENIT SEEDING AND MONUMENT PLACEMENT. I. END OF MAINTENANCE PERIOD. 14. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONITRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY, OWNER, DISTRICT, AND/OR ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN ACTUAL FIELD CONDITIONS AND THE ASSUMED CONDITIONS SHOWN ON THE APPROVED PLANS ffilQR TO PROCEEDING WITH CONSTRUCTION, SO THAT NECESSARY PLAN OR DESIGN CHANGES CAN BE MADE. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR EXTRA WORK, INCLUDING REMOVAL AND RECONSTRUCTION OF NEWLY BUILT IMPROVEMENTS, MADE NECESSARY BY ERRORS OF DIMENSION OR GRADE ON THE APPROVED PLANS, UNLESS SUCH NOTIFICATION WAS GIVEN. I 15. THE CONTRACTOR SHALL KEEP RECORDS OF ALL DEVIATIONS AND SHALL FORWARD THEM TO THE OWNER SO THAT AS-BUILT PLANS CAN BE PREPARED WITH SUFFICIENT ENOUGH DETAIL FOR APPROVAL BY THE CITY AND DISTRICT. 16. MATERIALS TESTING REQUIREMENTS FOR THE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED IN ACCORDANCE WITH THE INSTRUCTIONS OF THE CITY. THE CONTRACTOR SHOULD DETERMINE THESE REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. 17. TRENCH EXCAVATIONS, BEDDING AND PIPE FOR STORMWATER PIPE LAYING SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATIONS, SECTION 7-08. SITE PREPARATION 1. ORGANIC MATERIAL OR DELETERIOUS MATERIAL, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THAT IS DISCOVERED DURING SUBGRADE EXCAVATION AND SITE PREPARATION SHALL BE ENTIRELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. FILL BELOW SUBGRADE SHALL BE GRAVEL BORROW COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE AS DETERMINED BY ASTM D-1557 SPECIFICATIONS. 2. THE CONTRACTOR SHALL EMPLOY THE BEST POSSIBLE METHODS TO GRUB AND RAKE ROOTS FROM THE SITE SOILS. ORGANIC SOILS AND TOPSOILS SHALL BE STRIPPED FROM ALL BUILDING AND PROPOSED ASPHALT AREAS. THE EXCAVATED SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO CONSTRUCTION OF ALL FINAL SURFACES. WITHIN THE ASPHALT AND STANDARD CONCRETE AREAS, ANY PORTIONS OF THE EXCAVATED SUBGRADE THAT ARE SOFT OR INADEQUATE TO SUPPORT THE PROPOSED SECTION SHALL BE OVEREXCAVATED TO EXPOSE FIRM, STABLE, NON-YIELDING SUBGRADE MATERIAL. ALL SUBGRADES SHALL BE PREPARED AND COMPACTED ACCORDING TO THE PROVISIONS OF WSDOT SECTION 2-06.3(1). 3. THE CONTRACTOR SHALL STOCKPILE CLEAN, NATIVE TOPSOIL MA TERI AL FREE OF SOD AND DEBRIS LARGER THAN TWO INCHES IN ANY DIMENSION, FOR USE AS FILL IN THE LANDSCAPING AREAS AROUND THE SITE. ALL LANDSCAPE AREAS SHALL BE FINE GRADED AS REQUIRED BY THE OWNER AND LANDSCAPE ARCHITECT. CLEAN, NATIVE TOP SOIL SHALL BE PLACED IN ALL LANDSCAPED AREAS ACCORDING TO THE APPROVED LANDSCAPING PLANS. THE FINISHED CONDITION OF LANDSCAPED AREAS SHALL BE NEATLY RAKED TO REMOVE DEBRIS LARGER THAN ONE INCH FROM THE TOP TWO INCHES AND SHALL BE PREPARED ACCORDING TO THE REQUIREMENTS OF THE LANDSCAPE PLAN. EXCESS NATIVE MATERIAL NOT USED ON THIS SITE SHALL BE DISPOSED OF BY THE CONTRACTOR WITHIN AN APPROVED DISPOSAL SITE OBTAINED BY THE CONTRACTOR. DISPOSAL OF EXCESS NATIVE MATERIAL WILL BE DETERMINED BY THE OWNER AFTER COORDINATING WITH THE CONTRACTOR. 4. EXCAVATED MATERIAL SHALL NOT RE-USED AS STRUCTIJRAL FILL WITHIN IMPROVEMENT ZONES UNLESS THE GEOTECHNICAL ENGINEER FINDS IT SUITABLE. IF SO, IT SHALL BE COMPACTED PER SECTION 2-03.3(14) OF THE CURRENT STANDARD SPECIFICATIONS. 5. DURING ALL PERIODS OF CONSTRUCTION, THE CONTRACTOR SHALL EMPLOY THE BEST POSSIBLE METHODS TO PREVENT STORMWATER FROM PONDING ON THE PREPARED SUBGRADE AND ON TOP OF MATERIALS PLACED ON-SITE. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS, AS NECESSARY, TO REMOVE ALL STANDING WATER FROM WORK AREAS. UTILITY TRENCHES 1. ALL UTILITY TRENCHES SHALL BE EXCAVATED TO THE HORIZONTAL LIMITS DEFINED BY THE REQUIREMENTS OF WSDOT SECTION 2-09.4 TO PROVIDE SUFFICIENT SEPARATION BETWEEN THE UTILITY AND THE TRENCH WALL. TRENCHES SHALL BE EXCAVATED TO THE DEPTH AS REQUIRED FOR CAVITY UTILITIES AND SHALL BE EXCAVATED TO ALLOW A MINIMUM OF 36 INCHES OF COVER OVER THE TOP OF THE PROPOSED WATERLINES TO THE FINISH GRADE. DEPTH OF UTILITY TRENCHES FOR POWER, TELEPHONE, TELEVISION, AND GAS SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFIC UTILITY COMPANY. 2. TRENCH BACKFILL MATERIAL FOR UTILITIES MANAGED BY THE CITY OF RENTON SHALL CONSIST OF COMPACTED GRAVEL BORROW MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY PER ASTM D-1557 TESTING PROCEDURE. THE INITIAL LIFT OF GRAVEL BORROW TRENCH BACKFILL OVER THE UTILITY SHALL NOT EXCEED 18 INCHES IN ORDER TO PROTECT THE UTILITY. GRAVEL BORROW TRENCH BACKFILL SHALL BE USED IN ALL. TRENCHES UNDER PROPOSED ASPHALT; CONCRETE, CONSTRUCTION TRAFFIC AREAS, AND WITHIN FIVE FEET OUTSIDE OF IMPERVIOUS SURFACES. NATIVE MATERIAL MAY BE USED AS TRENCH BACKFILL OUTSIDE THE ABOVE-LISTED LIMITS PROVIDING APPROVAL IS GRANTED BY THE GEOTECHNICAL ENGINEER AND A MINIMUM OF 90% COMPACTION CAN RE ACHIEVED. WHERE UNSUITABLE COMPACTION OR PLACEMENT OCCURS IN THESE AREAS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE UNSUITABLE MATERIAL WITH SUITABLE NATIVE MATERIAL OR REPLACE WITH COMPACTED GRAVEL BORROW MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3. REFER TO SOOS CREEK WATER AND SEWER DISTRICT UTILITY TRENCH REQUIREMENTS FOR NON-CITY MANAGED UTILITY INSTALLATIONS. 4. WHERE EXISTING UTILITIES ARE LOCATED IN AREAS TO BE FILLED FOR LANDSCAPING OR SITE GRAVEL FILLS, THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR ADJUSTMENTS. UNDERGROUND UTILITIES CONSTRUCTION 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WlTH THE ENGINEER TO ASSURE ACCURATE AND TIMELY COLLECTION OF ALL REQUIRED AS-BUILT DATA. THIS DATA MUST ACCURATELY REFLECT THE LOCATIONS OF ALL UNDERGROUND UTILITIES BY DOCUMENTING BOTTOM OF PIPE ELEVATIONS, INVERT ELEVATIONS, MANHOLE LOCATIONS, WATER SERVICE TAPS, BLOW-OFF LOCATIONS, INVERTS OF SERVICE CONNECTIONS (BOTH AT PIPE AND AT PROPERTY LINE), VERTICAL AND HORIZONTAL BENDS, SERVICE BOXES AND METERS, VALVES AND HYDRANTS. CALL THE PROJECT ENGINEER AT LEAST 48-HOURS BEFORE BURYING UNDERGROUND PIPE TO ASSURE AND FACILITATE REQUIRED AS-BUILT SURVEY 2. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: I. NO MORE THAN 300 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. ii. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF DITCHES. Ill. TRENCH DEWA TERI NG DEVICES SHALL DISCHARGE INTO SEDIMENT TRAPS OR SEDIMENT PONDS. iv. WHERE PRACTICAL, INSTALL GRAVITY PIPE UTILITIES PRIOR TO INSTALLATION OF OTHER UTILITIES. 3. UTILITY CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND DISTRICT STANDARDS. 4. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN LIFTS NOT TO EXCEED 24 INCHES WITH A HOE PACK OR EIGHT INCHES WITH HAND-OPERATED COMPACTION. 5. OPEN CUTTING OF EXISTING ROADWAYS IS ONLY ALLOWED AS APPROVED AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE STANDARD TRENCH DETAIL. 6. NO PART OF PROPOSED WATER, SANITARY, OR WATER SYSTEMS MAY BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY AND/OR DISTRICT INSPECTOR. EARTHWORK 1. THE CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS SHOWN ON THE PLANS AND SHALL REMOVE AND DISPOSE OF ALL BUILDINGS AND FOUNDATIONS, STRUCTURES, FENCES, AND ALL OTHER OBSTRUCTIONS THAT LIE WHOLLY OR PARTIALLY WlTHIN THE PROJECT LIMITS. 2. THE CONTRACTOR SHALL EXCAVATE AND GRADE TO THE ALIGNMENT, GRADE AND CROSS-SECTIONS SHOWN IN THE PLANS OR ESTABLISHED BY THE ENGINEER. 3. THE CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING UNCOMPACTED OR POORLY COMPACTED FILL SOILS WITHIN THE ROAD PRISM AT THE DIRECTION OF THE CITY'S FIELD REPRESENTATIVE OR PROJECT ENGINEER. 4. UNSUITABLE MATERIAL FOUND AND NOT FIT FOR USE AS A SUBGRADE SHALL BE EXCAVATED TO THE BOUNDARIES SET BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A SUITABLE BACKFILL MATERIAL . 5. MAXIMUM DENSITY AND OPTIMUM MOISTIJRE FOR GRANULAR MATERIALS WILL BE DETERMINED USING THE ASTM D-1557 TEST METHOD. 6. THE CONTRACTOR IS REQUIRED TO HAVE THE SUBGRADE VERIFIED IN WRITING PRIOR TO PAVING. MATERIALS 1. GRAVEL BORROW AND CRUSHED SURFACING MATERIAL GRADATIONS SHALL MEET WSDOT STANDARD SPECIFICATIONS. ALL GRAVEL AND CRUSHED SURFACING MATERIAL IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. 2. GRAVEL BORROW AND CRUSHED SURFACING SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM DRY DENSITY. 3. THE GRADED AND COMPACTED SURFACE OF THE CRUSHED SURFACING TOP COURSE SHALL BE WITHIN 1/2 INCH OF FINISHED GRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTING. PRIOR TO IMPORTING GRANULAR MATERIALS, THE CONTRACTOR SHALL PROVIDE EVIDENCE OF PASSING GRADATION AND DEGRADATION TEST RESULTS TO THE OWNER. 5. THE CONTRACTOR SHALL RETAIN LICENSED PERSONNEL TO PERFORM COMPACTION TESTS FOR THE FOLLOWING: A. FOR GRAVEL FILLS TWO FEET AND LESS: TOP OF PREPARED GRAVEL BORROW WITHIN ASPHALT AREAS ON A 50-FOOT GRID OR STATION. B. ONE TEST ADJACENT TO ALL STRUCTURES WITHIN THE ASPHALT. C. TRENCHES WITH THREE FEET OR LESS OF GRAVEL TRENCH BACKFILL: TOP CENTER OF UTILITY TRENCHES AT 50-FOOT INTERVALS. D. TRENCHES WITH MORE THAN THREE FEET OF GRAVEL TRENCH BACKFILL: TOP CENTER OF UTILITY TRENCH AND MID-DEPTH OF TRENCH, BOTH AT 50-FOOT INTERVALS. 6. ALL TEST RESULTS SHALL MEET OR EXCEED SPECIF!C,\~INJS. ALL AREAS THAT DO NOT MEET THE REQUIRED SPECIFICATIONS SHALL BE RECOMPACTED AND RETESTED AT NO ADDITIONAL COST TiFTHE OWNER. THE CONTRACTOR SHALL PROVIDE COPIES OF THE MATERIAL TESTING RESULTS TO THE ENGINEER AND THE CITY AND/OR DISTRICT WITHIN TWO WORKING DAYS OF THE DATE OF TESTING. STORM DRAINAGE 1. CONTROL DENSITY FILL SHALL BE USED IN AREAS WHERE '..ESS THAN 18" OF COVER IS MAINTAINED OVER THE PROPOSED STORM MAINS (PIPE IS IN ROAD BASE SECTION), AS SHOWN IN THE PLANS. DUCTILE IRON PIPE MAY BE USED FOR STORM PIPES WITH LESS THAN 18" OF COVER, IF APPROVED BY THE CITY. 2. COVER OVER PIPES SHALL BE MAINTAINED DURING CONSTllUCTION. DEPTH OF COVER REQUIRED SHALL CONFORM TO THE MANUF ACTIJRER'S RECOMMENDATIONS AND WILL VARY WlTH THE VEHICLE LOADS TRAVELING OVER THE PIPE. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED TO REPLACE PIPE DAMAGED DURING CONSTRUCTION ACTIVITIES. 3. AT THE END OF ALL SITE CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND DISPOSE OF ALL DEBRIS FROM CATCH BASINS AND STORMWATER CONVEYANCES. DEBRIS SHALL NOT BE ALLOWED TO ENTER STREAMS OR OFF-SITE STORMWATER SYSTEMS. 4. UNLESS OTHERWISE SPECIFIED, CAST IRON PRODUCTS SHALL CONFORM TO ASTM DESIGNATION "A 48 CLASS 30" AND DUCTILE IRON PRODUCTS TO ASTM DESIGNATION "A 536 GRADE 80-55-06", 5. WHERE PVC PIPE IS USED, THE CONNECTION TO CATCH BASINS SHALL BE MADE USING A SAND COLLAR ADAPTOR. ALL PIPE KNOCKOUTS AND STRUCTIJRE JOINTS SHALL BE NEATLY GROUTED INSIDE Al1D OUTSIDE OF THE STRUCTIJRE FLUSH WITH THE STRUCTIJRE WALL. 6. CLEANOUTS WITHIN NON-ASPHALT AND NON-CONCRETE AREAS SHALL BE INSTALLED TO MATCH THE FINISHED GRADES. CLEANOUTS WITHIN ASPHALT OR CONCRETE AREAS SHALL BE ENCLOSED WITHIN A FOG-TIGHT LID FLUSH WITH THE ASPHALT OR CONCRETE SURFACE. THE TOP OF THE PVC CLEANOUT CAP SHALL BE WITHIN SIX-INCHES OF THE BOTTOM INSIDE OF THE FOG-TIGHT LID. 7. PIPE LENGTHS SHOWN ON THE PLANS ARE DIMENSIONED TO THE CENTER OF EACH STRUCTIJRE. ROADWAY 1. ROADWAY EXCAVATION WITHIN THE ROADWAY PRISM SHALL BE CUT TO A UNIFORM GRADE. THE COMPLETED SUBGRADE SURFACE SHALL NOT VARY MORE THAN 0.10-FOOT FROM THE LOWER EDGE OF A 15-FOOT STRAIGHTEDGE PLACED ON THE SUBGRADE PARALLEL TO THE CENTERLINE UNLESS APPROVED BY THE CITY FIELD REPRESENTATIVE. 2. ASPHALT CONCRETE PAVEMENT SHALL BE CLASS "B" MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, SECTION 5-04, EXCEPT AS MODIFIED HEREIN. CONNECTION TO EXISTING PAVEMENT SHALL BE TO A STRAIGHT NEATLY-TRIMMED LINE. 3. ALTERNATE PAVEMENT SECTIONS, WHEN DESIGNED BY A LICENSED GEOTECHNICAL ENGINEER, MAY BE SUBMITTED TO THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR CONSIDERATION AND, IF APPROVED, USED IN PLACE OF THE PAVEMENT SECTION SHOWN ON THESE PLANS. 4. CRUSHED ROCK SURFACING FOR PAVEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION, SECTION 9-03.9(3). 5. CEMENT CONCRETE SHALL BE CLASS 3000 (WITH AIR ENTRAINMENT) IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION, SECTION 6-02.3(2)6. 6. CEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS IN ACCORDANCE WITH CITY STANDARD DETAILS. 7. CEMENT CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED WHERE SHOWN ON THE PLANS IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS, WSDOT SECTION 8-04 AND CITY OF RENTON STANDARD DETAILS. 8. A TACK COAT OF ASPHALT SHALL BE APPLIED BETWEEN ALL COURSES OF ASPHALT. 9. ALL PAVEMENT REPAIR SHALL BE SAWCUT BEFORE REMOVAL. AR-4000W SHALL BE APPLIED TO ALL EDGES OF EXISTING PAVEMENT. APPLICATION OF A THIN PAINT COAT OF EMULSIFIED ASPHALT SHALL BE APPLIED TO INSURE PROPER BONDING. 10. CRACKS AND POROUS CONDITIONS THAT RESULT IN THE FINISH SURF ACE OF THE ASPHALT AREAS SHALL BE SEALED ACCORDING TO THE REQUIREMENTS OF CRACK SEALING, SECTION 5-04.3(5)C OF THE WSDOT STANDARD SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER. SURVEYED: S. PHILLIPS DESIGNED: S. BEIER DRAWN: S. BEIER SCALE: NO SCALE VERTICAL: NAVO 198B HORIZONTAL: NAD 19B3/1991 ONE'. INCH 1 REVISIONS PER CITY REVIEW COMMENTS -JULY 29, 2014 SB 8/2014 JRT c,cc,m f----+--;:__;_;_-'-------'-'"--'-'--=---------_;.:.c.:...::.c__-1-----+--'----+-----l J. TUTILE /IT FULL SCALE NO. REVISION BY DATE APPROVED• J. TUTILE APPR If NOT ONE INCH SCALE ACCORDINGLY PAVEMENT MARl<INGS 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. PAINT STRIPING SHALL BE APPLIED TO ALL ROAD MARKINGS CONFORMING TO THE REQUIREMENTS OF WSDOT SECTION 8-22. PAINT APPLICATION SHALL CONFORM TO SECTION 8-22.3(3) OF THE CURRENT STANDARD SPECIFICATIONS. --- IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _______ _ DATE: _____ _ BY: _______ _ DATE: _____ _ BY _______ _ DATE: _____ _ ~;'.;t~~.~;~;::1 ,. ~°i~;1 a,o,o;o, """''@rnmrnoM rnM BY: _______ _ DATE: _____ _ CITY OF RENTON Planning/Building/Public Wor~ Dept. . SKAGEN 5 LOT SHORT PLAT TALBOT ROAD PROJECT SPECIFICATIONS DATE: 11/18/2014 FIELD BOOK: PAGE: Dl<AWING NO: C-12 SHEET: OF: 12 13 A-NNNNAA l~l:...;tlV~D JAN 2 0 2015 CITY OF RENTON PLANNING D1 V',SION w ::,c <( z f-u w ---, 0 0:: (l_ 0) co 0 I ..-..- <C ::) .....J "'O C'Cl 0 a: ...... 0 .0 C'Cl I- C 0 ...... C'Cl -0.. ...... ,._ 0 .c Cf) C Cl) 0) C'Cl .::s:. Cf) PERVIOUS CONCRETE NOTES: 1. SUBMITTALS SHALL INCLUDE THE DESIGN MIXTURE, A DESCRIPTION OF THE PROPOSED PLACING AND PROTECTION METHODS, A DETAILED PLAN OF THE PROPOSED PAVING PATTERN SHOWING ALL PLANNED CONSTRUCTION JOINTS, DATA ON THE CURING MEDIA AND METHODS TO BE USED AND AN OWNER'S MANUAL FOR CLEANING, REPAIR, AND MAINTENANCE FOR INSTALLED PERVIOUS PAVEMENT. 2. CONTRACTOR SHALL SUBMIT CERTIFICATION OF CONTRACTOR QUALIFICATIONS INCLUDING PERVIOUS CONCRETE QUALITY ASSURANCE FOR THE CONSULTANT/EMPLOYEE. PERVIOUS CONCRETE INSTALLER, AND PERVIOUS CONCRETE SUPPLIER . 3. MANUFACTURER OF READY-MIXED CONCRETE PRODUCTS SHALL PROVIDE CERTIFICATION STATING IT COMPLIES WITH ASTM C94/C94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. 4. PERVIOUS CEMENT CONCRETE PAVEMENT SHALL BE DESIGNED PER ACI 522 PERVIOUS CONCRETE SPECIFICATIONS. SECTION 5-05 "CEMENT CONCRETE PAVEMENT" WITHIN THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, LATEST EDITION, MAY BE USED AS AN ADDITIONAL RESOURCE. 5. PERVIOUS CONCRETE SHALL HAVE A TWO-YEAR WARRANTY FROM THE INSTALLER AND PERVIOUS CONCRETE PRODUCER. 6. THE INSTALLER SHALL USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK IN THIS SECTION. 7. THE USE OF AN ACI CONCRETE FLATWORK CERTIFIED FINISHER IS REQUIRED. 8. PRIOR TO THE PROJECT PRECONSTRUCTION MEETING, THE PLACING CONTRACTOR SHALL FURNISH THE ENGINEER A STATEMENT ATTESTING TO QUALIFICATIONS AND EXPERIENCE AND INFORMATION ON A MINIMUM OF TWO (2) PORTLAND CEMENT PERVIOUS CONCRETE PAVING PROJECTS COMPLETED BY THE CONTRACTOR, INCLUDING: a. ADDRESSES OF THE PROJECTS. b. c. d. UNIT WEIGHT ACCEPTANCE DATA. IN-SITU PAVEMENT TEST RESULTS INCLUDING VOID CONTENT AND UNIT WEIGHT. SAMPLE OF PRODUCT (I.E. CORE OR TEST PANEL). 9. PRIOR TO THE PROJECT PRECONSTRUCTION MEETING, THE MIXING PLANT SHALL FURNISH OWNER/OWNER'S REPRESENTATIVE A STATEMENT ATTESTING TO QUALIFICATIONS AND EXPERIENCE AND A MINIMUM OF TWO (2) PORTLAND CEMENT PERVIOUS CONCRETE PAVING PROJECTS COMPLETED BY THE PLANT WITH THE FOLLOWING INFORMATION: a. ADDRESSES OF THE PROJECTS. b. IF THE PLACING CONTRACTOR AND CONCRETE PRODUCER HAVIE INSUFFICIENT EXPERIENCE WITH PORTLAND CEMENT PERVIOUS CONCRETE PAVEMENT (LESS THAN 2 SUCCESSFUL JOBS AND ARE NOT A STREAMSAFE" CERTIFIED FINISHER), THE PLACING CONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING, AND PLACEMENT OPERATIONS AT THE CONTRACTOR'S EXPENSE. 10. IN LIEU OF TEST PANELS, THE CONTRACTOR MAY PROVIDE EXAMPLES AT OTHER PROJECT SITES, WITH THE CONCRETE MATERIAL FROM THE SAME BATCH PLANT, THAT MEET THE ENGINEER'S APPROVAL. 11. CONTRACTOR SHALL PROTECT ADJACENT WORK FROM SPLASHING OF PAVING MATERIALS. REMOVE ALL STAINS FROM EXPOSED SURFACES OF PAVING, STRUCTURES, AND GROUNDS. REMOVE ALL WASTE AND SPILLAGE. 12. DO NOT DAMAGE OR DISTURB EXISTING IMPROVEMENTS OR VIEGETATION. PROVIDE SUITABLE PROTECTION WHERE REQUIRED BEFORE STARTING WORK AND MAINTAIN PROTECTION THROUGHOUT THE COURSE OF THE WORK. 13. RESTORE DAMAGED IMPROVEMENTS. INCLUDING EXISTING PAVING ON OR ADJACENT TO THE SITE THAT HAVIE BEEN DAMAGED AS A RESULT OF CONSTRUCTION WORK, TO THEIR ORIGINAL CONDITION OR REPAIR AS DIRECTED TO THE SATISFACTION OF THE DESIGN PROFIESSIONAL OF RECORD. 14. CONTRACTOR SHALL DOCUMENT THE SITE WITH PHOTOS OR VIDEO PRIOR TO STARTING ANY WORK. COPIES OF THE PHOTOS AND/OR VIDEO SHALL BE PROVIDED TO THE ENGINEER AND OWNER PRIOR TO STARTING WORK. 15. NOTIFY AND COOPERATE WITH LOCAL AUTHORITIES AND OTHER ORGANIZATIONS HAVING JURISDICTION WHEN CONSTRUCTION WORK WILL INTERFERE WITH THE OPERATION OF EXISTING ROADS, PEDESTRIANS, AND TRAFFIC. 16. PROVIDE TEMPORARY BARRIERS, SIGNS, WARNING LIGHTS, FLAGGERS, AND OTHER PROTECTIONS AS REQUIRED TO ASSURE THE SAFETY OF PERSONS AND VEHICLES AROUND THE CONSTRUCTION AREA AND TO ORGANIZE THE SMOOTH FLOW OF TRAFFIC. 17. DO NOT PLACE PERVIOUS CONCRETE PAVIEMENT WHEN THE AMBIENT TEMPERATURE IS BELOW 40'F OR ABOVE 80"F, UNLESS OTHERWISE PERMITTED IN WRITING BY THE DESIGN PROFESSIONAL OF RECORD. 18. DO NOT PLACE PERVIOUS CONCRETE PAVEMENT WHEN THE WIND. HEAT OR HUMIDITY DOES NOT ALLOW ENOUGH TIME TO PLACE. PROPERLY JOINT, COMPACT, EDGE. FINISH AND CURE BEFORE THE SURFACE DRIES AND IS NO LONGER WORKABLE WITHOUT DAMAGING THE SURFACE. 19. CONCRETE AND AGGREGATE FOR ALL PERVIOUS CONCRETE SURFACES SHALL BE PER ACI 522 OR APPROVED EQUAL. 20. MIX DESIGN ALTERNATES OR APPROVED EQUALS MUST BE SUBMITTED FOR APPROVAL BY THE CIVIL ENGINEER OF RECORD A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO BIP OPENING. A HARDENED SAMPLE OF THE PROPOSED PERVIOUS CONCRETE SHALL ACCOMPANY THE ALTERNATE OR APPROVED EQUAL REQUEST. IF A DESIGN ALTERNATIVE IS REQUESTED. CONTACT THE ENGINEER PRIOR TO SUBMISSION FOR NECESSARY MIX REQUIREMENTS. 21. THE WATER/CEMENT RATIO SHALL BE SUCH THAT THE CEMENT PASTE DISPLAYS A WET METALLIC SHEEN WHEN FLOATED WITH A MAGNESIUM HAND FLOAT WITHOUT CAUSING THE PASTE TO FLOW FROM THE AGGREGATE OR SEAL THE SURFACE. 22. WATER MAY BE ADDED AT THE JOBSITE TO OBTAIN THE REQUIRED MIX CONSISTENCY. ANY WATER ADJUSTMENTS MADE AT THE JOBSITE SHALL BE MADE BY THE CERTIFIED PERVIOUS CONCRETE INSTALLER. DOCUMENT ANY WATER ADJUSTMENTS BY TIME AND LOCATION OF PLACEMENT PRIOR TO DISCHARGE. 23. LOADS THAT CANNOT BE ADJUSTED ON-SITE TO MEET SPECIFICATIONS SHALL BE REJECTED. 24. CONCRETE SHALL BE DEPOSITED AS CLOSE TO ITS FINAL POSITION AS PRACTICABLE SUCH THAT FRESH CONCRETE ENTERS THE MASS OF PREVIOUSLY PLACED CONCRETE. 25. MINIMIZE THE PRACTICE OF DISCHARGING ONTO SUBGRADE AND PULLING OR SHOVELING TO FINAL PLACEMENT. 26. THE DESIGN PROFIESSIONAL OF RECORD SHALL APPROVIE A SITE CAST SAMPLE OF THE SPECIFIED PAVEMENT BEFORE PAVING BEGINS. THE SURFACE APPEARANCE OF THE SAMPLE MUST BE APPROVED FOR TEXTURE, FINISH AND SHOULD HAVE MINIMAL SURFACE TEARING OR RAVELING. THE FINISHED PRODUCT MUST MATCH THE APPROVED SAMPLE. ACCEPTED SAMPLE PANELS, IN LIKE NEW CONDITION. MAY BE USED IN THE CONTRACT WORK. 27. FINISHED VOIDS SHALL BE 20% +/-4% AS LONG AS THE PRODUCT REACHES 2500 PSI COMPRESSIVE STRENGTH OR GREATER UNLESS OTHERWISE AUTHORIZED BY THE DESIGN PROFESSIONAL OF RECORD. 28. PERMEABILITY TESTING SHALL BE TESTED USING ASTM C1701 ON CLEAN, LEVEL PERVIOUS PAVEMENT UPON REMOVAL OF THE CURING PLASTIC AND ACCEPTED BEFORE OPENING THE PAVEMENT TO TRAFFIC. PERMEABILITY SHALL BE AT LEAST 100 INCHES PER HOUR IMMEDIATELY AFTER CURING PLASTIC IS REMOVED. 29. AGGREGATE BASE SHALL MEET THE GRADATION OF WSDOT SPECIFICATION 9-03.9(2), BUT AMENDED TO INCLUDE A 90% FRACTURE AND A WASHED REQUIREMENT. PERVIOUS CONCRETE EXECUTION: 1. IT IS ESSENTIAL THAT THE PERMEABILITY OF THE UNDERLYING NATIVE SOILS BE PRESERVED. THEREFORE, THE EXISTING SUBGRADE UNDER STONE BED AREAS SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION TRAFFIC PRIOR TO STONE BED PLACEMENT. BED AREA SHALL NOT BE EXCAVATED TO FINISHED SUBGRADE DEPTH UNTIL IMMEDIATELY PROCEEDING INSTALLATION OF AGGREGATE BASE AND PAVEMENT. 2. WHERE EROSION OF SUBGRADE HAS CAUSED ACCUMULATION OF FINE MATERIALS AND/OR SURFACE PONDING, THESE MATERIALS SHALL BE REMOVED WITH LIGHT EQUIPMENT AND THE UNDERLYING SOILS SCARIFIED TO A MINIMUM DEPTH OF THREE (3) INCHES WITH A YORK RAKE OR EQUIVALENT AND LIGHT TRACTOR. 3. BRING SUBGRADE OF AGGREGATE BASE TO LINE, GRADE. AND ELEVATIONS INDICATED. FILL AND LIGHTLY REGRADE ANY AREAS DAMAGED BY EROSION, PONDING, OR TRAFFIC COMPACTION BEFORE THE PLACING OF AGGREGATE BASE. 4. THE DESIGN PROFESSIONAL OF RECORD SHALL BE NOTIFIED A MINIMUM OF FORTY-EIGHT (48) BUSINESS HOURS IN ADVANCE OF SUBGRADE PREPARATION, AGGREGATE BASE INSTALLATION, AND ALL PERVIOUS CONCRETE POURS (INCLUDING AMPLE TIME FOR TRAVEL TO REACH THE SITE) TO INSPECT OR SEND A REPRESENTATIVE TO INSPECT SUBGRADE PREPARATION, AGGREGATE BASE INSTALLATION, AND ALL PERVIOUS CONCRETE POURS. 5. A PRE-PAVING CONFERENCE SHALL BE SCHEDULED WITH AT LEAST TWO WEEKS NOTICE AND BE HELD PRIOR TO INSTALLATION OF THE SAMPLE PANEL, UNLESS APPROVED BY THE DESIGN PROFESSIONAL OF RECORD. THE FOLLOWING INDIVIDUALS ARE REQUIRED TO ATTEND: a. CONCRETE SUPPLIER (EITHER OF THE FOLLOWING): 1.) MOBILE MIX (SITE MIXED) OPERATOR(S) AND MANAGER. 2.) READY MIX PLANT (IF USED): QC REPRESENTATIVE, DISPATCH AND BATCH PLANT OPERATOR. b. PERVIOUS CONCRETE CONTRACTOR. c. SITE WORK CONTRACTOR. d . e. f. PROJECT FOREMAN. PERVIOUS CONCRETE CONSULTANT APPROVED BY EVOLUTION PAVING RESOURCES. DESIGN PROFESSIONAL OF RECORD 6. BEFORE PLACEMENT OF THE PERVIOUS CONCRETE BEGINS, THE PERVIOUS CONCRETE CONTRACTOR SHALL INSPECT THE IN-PLACE AGGREGATE BASE FOR COMPLIANCE TO THE PLANS AND SPECIFICATIONS WITH WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL OF RECORD, AS FOLLOWS: a. WHEN THE PERVIOUS CONCRETE ABUTS A BUILDING FACE OR INTERFACES WITH ASPHALTIC CONCRETE PAVEMENT, AN IMPERVIOUS BARRIER SHALL BE INSTALLED TO PREVENT WATER FROM SEEPING FROM THE AGGREGATE BASE INTO ADJACENT BASE MATERIALS OR STRUCTURES . APPROVED BARRIERS MAY INCLUDE: 1) AN IMPERMEABLE POND LINER PROPERLY INSTALLED TO PREVENT FLOW FROM THE AGGREGATE BASE. 2) FLUSH CURBS PLACED ONTO IMPERMEABLE SOIL Oil USED IN CONJUNCTION WITH A WATERPROOF LINER • 3) ANY BARRIER CHOSEN BY THE DESIGN PROFESSIONAL OF RECORD TO ISOLATE THE ADJACENT STRUCTURE. b. THE BASE MUST BE COMPACTED TO AN ACCEPTABLE LEVEL AS APPROVED BY THE DESIGN PROFESSIONAL OF RECORD. c. TEST THE BASE AGGREGATE FOR PERMEABILITY AFTER COMPACTION. d. TWO TO TWELVE HOURS PRIOR TO PLACING CONCRETE, AND IMMEDIATELY PRIOR TO THE POUR, THE AGGREGATE BASE SHALL BE SOAKED WITH WATER TO MINIMIZE EFFECT OF DRY OR HOT AGGREGATE FROM DRAWING MOISTURE OUT OF THE PLASTIC CONCRETE. THE DESIGN PROFESSIONAL OF RECORD MAY WAIVE THIS REQUIREMENT IN WET CONDITIONS. f. ALL OTHER ELEMENTS OF THE DESIGN (I.E. CONDUITS, DRAINAGE PIPE(S), UTILITIES. IRRIGATION SLEEVES, ETC.) CONTRACTOR TO REVIEW ALL PLANS TO DETERMINE PLACEMENT OF ALL ELEMENTS PRIOR TO PLACING CONCRETE. g. ALL JOINTS ARE TO BE CLEARLY MARKED ON THE FORMS AND AGGREGATE BASE PRIOR TO PLACEMENT. RADIUS JOINTS BETWEEN FORMS SHALL BE PAINTED ON THE BASE ROCK BEFORE PLACEMENT BEGINS. 7. PERVIOUS CONCRETE SHALL BE PLACED USING EQUIPMENT AND METHODS GENERALLY APPROVIED BY PERVIOUS CONCRETE INSTALLATION EXPERTS. 8. CONTRACTION JOINTS SHALL BE CUT INTO THE PAVEMENT wrrHIN EIGHT (8) FEET OF THE SCREED OR WITHIN FIVE MINUTES WHICHEVER COMES FIRST. 9. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE DESIGN PROFESSIONAL A JOINTING PLAN UNLESS WAIVED IN WRITING BY THE DESIGN PROFESSIONAL OF RECORD. 10. ALL JOINTS ARE TO BE CLEARLY MARKED ON THE FORMS AND BASE ROCK PRIOR TO PLACEMENT. RADIUS JOINTS BETWEEN FORMS SHALL BE PAINTED ON THE BASE ROCK BEFORE PLACEMENT BEGINS. 11. ALL WET CUT EDGES AND COLD JOINT EDGES MUST BE EDGED WITH AN APPROVED 1/2" OR 5/8" RADIUS EDGER UNLESS OTHERWISE SPECIFIED. A RADIUS EDGE IS ALSO REQUIRED NEXT TO ·CURBS AND NEXT TO SAWN JOINTS. 12. AVOID COLD JOINTS. IF A DELAY OCCURS THAT LASTS LONG ENOUGH THE CONCRETE IS NO LONGER WORKABLE (METALLIC SHEEN LOST), INSTALL A TRANSVERSE CONSTRUCTION JOINT. COMPACT THE .. EDGE THE NEW JOINT OR REMOVE THE PLACED MIX BACK TO A SCHEDULED JOINT. USE A STRAIGHT EDGE AND EDGING TOOL TO MAKE THE N_EW ,JOINT. DURING SHORT DELAYS COVER THE PAVEMENT, INCLUDING THE FACE OF THE NEW EDGE, WITH PLASTIC UNTIL FRESH CONCRETE ARil:Vts. USE OF A SURFACE STABILIZING AGENT LIKE BASF CONFILM" OR APPROVED EQUAL, IS ENCOURAGED DURING DELAYS. STABILIZERS MAY BE REAPPLIED AS LONG AS THE PASTE IS NOT DAMAGED. 13. AVOID OVER-FINISHING OF THE SURFACE TO PROTECT SURFACE POROSITY. 14. PROPER CURING PROCEDURES REQUIRE PRODUCT TO BE CC"kRED IN TWENTY (20) FEET OR LESS AFTER THE PAVEMENT IS PLACED. CURING PROCEDURES MUST ALWAYS BEGIN IN LESS THAN TWENTY .(20) MINUTES AFTER PLACEMENT. IN DRY OR WINDY CONDITIONS, CURING MUST BE STARTED SOONER AND PLACING SHOULD BE SUSPENDED IF lHE WET METALLIC SHEEN CANNOT BE MAINTAINED LONG ENOUGH TO COMPLETE FINISHING OPERATIONS. 15. THE PAVEMENT SURFACE MUST BE COVERED WITH SIX MIL POLYETHYLENE PLASTIC SHEETING OR THICKER OR AS APPROVED BY THE DESIGN PROFESSIONAL OF RECORD. a. TO REDUCE 'TIGER STRIPING" AND OTHER SURFACE DISCOLORATION ISSUES CAUSED BY UNEVEN CURING FROM WRINKLES IN THE PLASTIC OR EFFLORESCENCE FROM THE CURING PROCESS REMOVIE THE PLASTIC AFTER 24 HOURS AND THOROUGHLY FLUSH THE SURFACE. REPLACE AND CAREFULLY RE-SECURE THE PLASTIC. REPEAT THIS PROCEDURE ON THE THIRD DAY AFTER PLACEMENT. b. AS AN ALTERNATIVE TO FLUSHING, USE OF 2 MIL PLASTIC ON THE SURFACE TO REDUCE AIR SPACES UNDER THE PLASTIC IS ALLOWED IF 6 MIL PLASTIC IS USED ON TOP OF THE 2 MIL AS BACK UP. A CONCRETE FINISHING BROOM MAY BE USED TO LIGHTLY REMOVIE AIR VOIDS FROM THE 2 MIL SHEETING IF NO SURFACE DAMAGE RESULTS FROM THE BROOM AND PLASTIC. 16. BLACK OR WHITE SHEETING IS SUGGESTED. CLEAR SHEETING MAY BE USED, BUT IT MAY INCREASE THE CHANCES OF "TIGER STRIPE" SURFACE DISCOLORATION. 17. THE SHEETING SHALL OVERLAP ALL EXPOSED EDGES AT LEAST FIFTEEN INCHES AND SHALL BE SECURED, WITHOUT USING DIRT OR STONES SMALLER THAN THE AGGREGATE IN THE MIX, TO SECURELY ANCHOR THE PLASTIC FOR ALL WEATHER CONDITIONS. 18. IN WINDY CONDITIONS IT MAY BE NECESSARY TO CAST AGGREGATE TO ANCHOR THE PLASTIC. THE AGGREGATE BASE MATERIAL MAY BE USED IF THE SMALLEST SIZE OF THE ROCK IS LARGER THAN THE AGGREGATE USED IN THE PERVIOUS CONCRETE MIX. EVIENLY SPREAD AGGREGATE BASE ROCK ACROSS THE SURFACE AS NEEDED TO REMOVE ALL "BALLOONING" PLASTIC. USE CAUTION WHEN CASTING THE AGGREGATE ON FRESHLY PLACED MIX. 19. SHEETING WITH UNREPAIRED HOLES OR RIPS WILL NOT BE ALLOWED. 20. A FOG OR LIGHT MIST MAY BE SPRAYED USING A LOW OR MEDIUM SOLID HYDRATION-STABILIZING AGENT CONFILM OR APPROVED EQUIVALENT. APPLY WITH A PRESSURE SPRAYER ABOVE THE SURFACE AS NEEDED DURING HIGH TEMPERATURE, HIGH WIND, AND LOW HUMIDITY. 21. LIQUID CURING COMPOUNDS ARE NOT ALLOWED AS A REPLACEMENT OF CURING PLASTIC. SURFACE TREATMENTS FOR CURING OR OTHER APPROVED PURPOSES ARE ALLOWED IN CONJUNCTION WITH CURING PLASTIC. 22. CURE TIME SHALL BE SEVEN DAYS IF TEMPERATURE REMAINS AT OR ABOVE 55'F FOR THE DURATION OF THE CURE. AT TEMPERATURES BELOW 55'F, CURING TIME MUST BE EXTENDED BEFORE OPENING TO TRAFFIC. THE ADDED TIME NEEDED BEFORE OPENING TO TRAFFIC IS TO BE DETERMINED BY THE DESIGN PROFESSIONAL OF RECORD. 23. PASSENGER CAR TRAFFIC CAN BE ALLOWED AFTER SEVEN DAYS. TRUCK TRAFFIC (HS-20), LOADED OR UNLOADED, SHALL BE NOT BE ALLOWED FOR AT LEAST FOURTEEN DAYS. 24. THE GENERAL CONTRACTOR MUST INFORM ALL TRADES; ESPECIALLY LANDSCAPERS, NOT TO DUMP FINE MATERIALS SUCH AS DIRT OR BARK ON THE PERVIOUS CONCRETE. 25. THE GENERAL CONTRACTOR MUST PROTECT THE PAVEMENT FROM OTHER TRADES WHO USE THE PAVEMENT FOR ACCESS, STAGING, STORAGE, OR OTHER REASONS. 26. PROTECT THE PAVEMENT SURFACE FROM ABRASION, DISCOLORATION, OR SEDIMENTS BY COVIERING WITH A GEOTECHNICAL FABRIC. THIS FABRIC MUST BE PROPERLY ANCHORED AND MAINTAINED IN PLACE STARTING WHEN THE CURING PLASTIC IS REMOVED AND REMAINING UNTIL COMPLETION OF ANY CONSTRUCTION OR LANDSCAPING ACTIVITY THAT MAY EXPOSE THE PAVEMENT TO HAZARDS. 27. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND PAY FOR REPLACEMENT COSTS OF SURFACE DAMAGE FOR CAUSES OUTSIDE THE CONTROL OF THE INSTALLER. AT THE COMPLETION OF THE JOB, LOOSE CONSTRUCTION "CRUMBS" LEFT ON THE SURFACE OF THE PAVEMENT ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REMOVE. 28. A WATER TRUCK TO FLUSH THE LOOSE MATERIAL, USING A HIGH VOLUME, LOW PRESSURE WATER FLOW, IS THE PREFIERRED WAY TO CLEAN THE PAVEMENT. 29. IT IS ESPECIALLY NECESSARY TO REMOVE ALL LOOSE MATERIAL BEFORE PAINTING LINES OR OTHER SYMBOLS ON THE PAVEMENT. 30. REMOVE AND REPLACE PAVEMENT SECTIONS THAT FAIL TO MEET STANDARDS ESTABLISHED AND APPROVED BY THE OWNER. UNLESS OTHERWISE AUTHORIZED BY DESIGN PROFESSIONAL OF RECORD, REMOVE THE ENTIRE SECTION AT NO EXPENSE TO THE OWNER AT THE NEAREST JOINT. 31. PATCHING SMALL AREAS MAY BE ALLOWED IF THE INSTALLER USES THE EXACT MIX DESIGN WITH THE SAME INGREDIENTS AND CEMENT SUPPLIER AND CAN DEMONSTRATE THE PATCH WILL MATCH THE APPEARANCE AND PERFORMANCE OF THE EXISTING PAVEMENT AFTER THE REPLACEMENT PAVEMENT HAS CURED. MINOR COLOR DIFFERENCES ARE TO BE EXPECTED AND ARE NOT A BASIS FOR REJECTING PATCHING. 32. IF THE PAVEMENT HAS BEEN CLOGGED WITH CONSTRUCTION DEBRIS OR OTHER SEDIMENT, CLEAN THE PAVEMENT AND RETEST. IF THE PAVEMENT IS SLOW DRAINING BECAUSE OF IMPROPER MIX DESIGN OR INSTALLATION TECHNIQUES, REMOVE AND REPLACE THE SECTION OF PAVEMENT THAT IS NOT COMPLIANT WITH THE SPECIFICATIONS TO THE NEAREST JOINT. SIJRVEYED: SCALE: s. PHILLIPS NO SCALE VERTICAL: NAVO 1988 HORIZONTAL., NAD 1983/1991 DESIGNED: s. BEIER DRAWN: s. BEIER I ONE INCH I D/JU fv' I AT FULL SCALE ' IF NOT ONE INCH \ . .. SCALE ACCORDINGLY . . .. CHECKED· f----+---------------------t----+---t----1 J. TUTTLE NO. REVISION BY DATE APPR APPROVED: J. TUTTLE ----~ CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _______ _ DATE:------ BY: _______ _ DATE·------ BY: _______ _ DATE: _____ _ BY: _______ _ DATE: _____ _ SKAGEN 5 LOT SHORT PLAT TALBOT ROAD DATE: 11/18/2014 FIELDBOOK: PAGE: DRAWING NO: Planning/Building/Public Works Dept. PERVIOUS CONCRETE SPECIFICATIONS C-13 SHEET: OF: 13 13 A-NNNNAA RECEIVED JAN 2 O 2015 CITY Of RENiON P! .t,/\\i\!ING np•,::i!O~-' ' ' w 2 <( z ti w --0 0 Ct'. [L SURVEY NOTES DATUM BASIS OF BEARINGS: HELD ND1 '48'26"W BETWEEN CITY OF RENTON CONTROL POINTS #1872 4"X4" CONC MONUMENT DOWN 1.0' IN CASE AT THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. CONTROL POINT #1876 (AKA. W. X, CORNER SEC. 5 T22N R5E, W.M.) A 1-1 /4" DOMED BRASS DISC WITH A PUNCH 0.4' DOWN IN CASE AT THE INTERSECTION OF SE 200TH STREET AND 100TH AVE. S.E. HORIZONTAL DA TUM: NAO 83/91, WA NORTH "GROUND" ORIGIN A TING BENCHMARK: HELD CITY OF RENTON CONTROL POINT #1927 A KING COUNTY CONCRETE MONUMENT AND CASE IN GRAVEL SHOULDER 3.9' WEST OF WEST EDGE OF ASPHALT OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND STREET. VERTICAL DATUM: NAVD '88, ELEVATION: 127.70' ~ TBM #1 ~ CH ISLED "X" ON SW TOP BONNET BOLT OF FIRE HYDRANT EAST SIDE OF TALBOT ROAD, APPROXIMATELY 45' NORTH OF SOUTH PROPERTY LINE OF SITE. ELEVATION: 213. 79' ~ TBM #2 ~ TOP OF RIM ON SDCB #1133, WEST SIDE OF TALBOT ROAD, APPROXIMATELY 19' SOUTH AND 55' WEST OF NORTHWEST PROPERTY CORNER. ELEVATION: 187.32' COMBINED SCALE FACTOR: TO GET FROM GROUND COORDINATES TO GRID COOROl/\1/ .. T-S. MULTIPLY BY A COMB!hED SCALE FACTOR -0. 999991 S9629 LEGAL DESC,RIPTION LOT 1, KING COUNTY SHORT PLAT NUMBER 1182029 (RE\liSION) RECORDED UN DEF! RECORDING NUMBER 8607010588, IN i,11\JG COLIN TY, WASHINGTON. (PER TITLE REPORT BY FIRST AMERICAN TITLE COMPANY DATED AUGUST 5, 2011 AT 7: 30 A.M.) GENERAL NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUIL T FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES M.AY EXIST. NO SUB-SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EOUIPftlENT. MONU~1ENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1103 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, PAVING, GRAVELED SURFACES, ETC.) MAY fWT COINCIDE WITH THE DEEDED BOUNDARY LINES AS SHOWN ON THIS DRAWING. THERE ARE AREAS O~I THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL BOUNDARY DISPUTES. ' ""'''hs-1 -~ V ~[ NE 1/4, SEC. 6, TWP. 22N., RGE. SE., W.M. / ( ) \ \ ' SURVEYED, SCALE· 1-'--1--'R"'EV""ISseED...cPuPLAo!.T..cZ""ON:,r,,E _1'R4'1...SJSUL!/J8',ujllTT.JOALb._ _______ -j__l.""---f'L'lL' '.l!20lJ.:15'1-_-\ ______ _j . t----J-------------------1---f---+---a DESIGNED: LOK DRAWN: LOK t----t-------------------1--+--+---a CHECKEDPK NO. REVISION >----------< BY DATE APPR sPPROVEDc ~ 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCAI E ACCORDINGLY \ \ \ \ \ VERTICAL, NAVD 1988 HORIZONTAL: f!AO 1983/1991 \ \ \ 30 15 o SCALE:1"=30' 30 60 PROJECT DATA SITE ADDRESS: 5 198th Place & Talbot Rd S Renton, WA 98055 PARCEL No.: 793100-0058 ZONING: R-4 · EXISTING SITE AREA: 50,398 SF PROPOSED DWELLING UNITS: 5 ,CONTACT DATA .. · .bv1~~EE/D EV'"lJc P E!-s, P LM·I ~I Er<: ' ' / r ' t r I \ VICINITY MAP SITE ADDRESS: 5. 198th Pl & Talbot Rd S Renton, WA 98055 "._, ((:fr. & Mrs. ~'lichoel Skogen [12050 SE 178lh Stceel PK Enterp,ises Phil KilLes CITY OF RENTON I -;.Renton, INA 98058 .SURVEYOR: AXIS Survey & Mapping Office: (425) 823-5700 Fax: ( 425) 823-6700 1 3005 ~IE 126th Pl l<irklcrnd, WA 98034 CIVIL. E~IGINEER: John R. Tuttle, P.E. Tuttle Engineering And Management 275 West Rio Vista .~venue, Suite 1 P.O. Box 1547 Burlinglori, WA 98233 360-899-5953 Office L.l1~1DSCAPE ARCHITECT: Leanne l<uhlrnan, F1LA #743 24419 .30th Avenue E SPANAWAY, WA 98387 (253) 335-9669 SHEET INDEX 23035 SE 263rd street Maple Valley, WA 98038 (206) 227-7445 PP-01 * * *COVERSHEET & EXISTING FEATURES PP-02 * * * LOT LAYOUT PP-03 * * * TREE RETENTION PLAN PP-04 * * * LANDSCAPE PLAN PP-OS*** LANDSCAPE DETAILS & NOTES NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. DATE: 2015-01-1 FIELDBOOK: PAGE: DRAWING NO: Planning/Building/Public Works Dept. ~~~~IEINI !l> l©lr ~IKl©!Rllr lf5ll~ 1r ~11''\f ©IP IRllEINlu©INI W~~IKJ!INl~lr©INI ~J:'.(!~l!INI@ t©Jl\ll[Q)m!IQllNJ~ PP-01 SHEET: Of 5 A-NNNNAA RECEIVED JAN 2,0 .2015 Cl"iY Of RENTON PU\Nl'JJNG DIVISION w 2 <{ z f-u w ---, 0 0-: [L I -I ~ (,) I I (5 i NO. NE 1/4, SEC. 6, TWP. 22N., RGE. SE., W.M. / I I ( I \ REVISED PPLAT ZONE R4) SUBMITIAL 01 12/201 REVISION 13Y DATE APPR I vc' SURVEYED: DESIGNED· LDK DRAWN: LDK CHECKED PK APPROVED· I I \ 7 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL; NAVO 1988 HORIZONTAL: NAO 1983/1991 DATUM SCALE:1 "=30' 30 15 0 30 60 SMALL CLUSTER CALCULATION: TOTAL AREA (SITE)= 50,398 SQUARE FEET AREA IN OPEN SPACE REQUIRED (30°/o)=lS,119 SQUARE FEET AREA IN OPEN SPACE SHOWN=15,318 SQUARE FEET PERCENTAGE OF OPEN SPACE=30°/o NOTE: PER CHAPTER 4, CITY OF RENTON CITY-WIDE DEVELOPMENT STANDARDS, SECTION 4-2-llOD, NUMBER 10, SMALL LOT CLUSTERS SHALL BE ALLOWED IN THE R-4 ZONE, WHEN THIRTY PERCENT (30°/o) OF THE SITE IS PERMANENTLY SET ASIDE AS "SIGNIFICANT OPEN SPACE." IN THE EVENT THERE IS A SMALL LOT CLUSTER DEVELOPMENT, R-8 STANDARDS APPLY. THIS PROJECT COMPLIES WITH THIS DEVELOPMENT STANDARD. ZONING INFORMATION FOR PLAT: FRONT YARD SETBACK = 25 FEET SIDE YARD SETBACK = 7.5 FEET SIDE YARD STREET SETBACK= 17.5 FEET REAR YARD SETBACK:= 25 FEET MINIMUM LOT VI/IDT~, INTERIOR = 60 FEET MINIMUM LOT WIDTf~, CORNER = 70 FEET MINIMUM LOT SIZE :::; 7,000 SQUARE FEET MINIMUM LOT DEPTH .::: 90 FEET LOT AREA TABLE LOT 1: 7,012 TOTAL LOT AREA (SF) 6,762 NET LOT AREA (SF)* LOT 2: 7,020 TOTAL LOT AREA (SF) 6,770 NET LOT AREA (SF)* LOT 3: 7,020 TOTAL LOT AREA (SF) 6,770 NET LOT AREA (SF)* LOT 4: 7,020 TOTAL LOT AREA (SF) 6,770 NET LOT AREA (SF)* LOT 5: 7,005 TOTAL LOT AREA (SF) *NET LOT AREA= TOTAL LOT AREA -DRIVEWAY AREA CITY OF RENTON Planning/Building/Public Works Dept. ~M~ IEINI @ ILIQ)l ~IKJIQ)!Rll IPJ!Lffe'.I l tll'V ©IF IRllEINllOINI w ffe'.l~IKJ!INl~l(QJINJ [L(Q)f lLl 'i1(Q)IUJ1 DATE: 2015-01-1 f1ELD600K; PAGE: DRAWING NO: PP-02 SHEET, OF: 2 5 A-N N N N A~CEIVED JAN 2,0 20\5 CllV OF RENTON PLANNING DIVISION w 2 <{ z c-u w -, 0 0-: Q_ ~ jlJlJ] ~ ~ (@ "' . .. • .r. ' . ~ • . :• <. .l· .. : . ~ . •• •a. .i!i,~ TEMPORARY CHAINLINK -,;,--- PROTECTION FENCING- REFER TO TREE PROTECTION MEASURES THIS SHEET-TYPICAL SYMBOL I J ---EXISTING TREES TO BE , REMOVED-TYPICAL ~ SYMBOL I l •• •• 1$ 41 . .. '. . . . . . Aa .... &· .,~·~4 .. • ' • l "• JI, A .. l I /. / . '".;:;_ _-::_· -- I RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HAU' FEET (1-112') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION.OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONJTORl~IG REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. EXISTING TREE LEGEND ~-· EXISTING TREES TO BE SAVED SHALL BE FENCED. REFER TO TREE PROTECTION MEASURES PER CITY OF RENTON, THIS SHEET . I J r I (!i!!l!ti;:/1212015 ~ STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT DRAWN, LOK CHECKED, DNE INCH 1-----11--------------------t----t-----11-----1 PK AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED, 1. Total number of trees over 6" in diameter1 on project site: 1. 72 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 0 trees Trees in proposed public streets O trees Trees in proposed private access easements/tracts 19 trees Trees in critical areas3 and buffers O trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. 19 trees 53 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 16 trees 5. Lisl the number of 6" or larger trees that you are proposing5 to retain4: 5. 18 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No r-0placement trees are required). 6. -2 trees 7. Muiliply line 6 by 12" for number of required replacement inches: 7. 0 inches 8. Proposed size of trees to meet additional planting requirement: (lvlinimum 2" caliper trees required) 8. 2 inches 9 .. Divide line 7 by line 8 for number of replacement trees 6: (it rern;;iinder is ,5 or yreater, round up to the nexl whole number) per tree 9. O trees 1· Measured at chest height. !. Dead, diseased or c.Jangerous trees must be certified i;lS such by a fore$ter, registered l,;Jndso.,pe architect, or certlfied arborist, .and approved by the City. ~. Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4~3-050 of -_ the f~enton Municipal Code (RMC), ~ Count only those trees to be retained oulside of criUcal areas and buffers. -5'. Tile City may require modification of the tree retention plan to ensure retention of lhe maximum number of trees per RMC 4-4-130H7a $. Inches of street trees, Indies of tree$ added to critical areas/buffers, and Inches of trees retained on sit~ that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement '1. '\ ' l "I • . ' ' Planning/Building/Public Works Depl. NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800-424-5555 BEFORE DIGGING & POTHOLE EX. UTILITIES BEFORE CONSTRUCTION BEGINS. RECEIVED UNKNOWN FIELDBOOK• PAGE: DRAWING NO: PP-03 SHEET: OF, 3 5 j ··.·oo"r" /\!'I l;, •' ! J ::J A-NNNNAA ~ ~ ~ [1fld] ~ ~ ~ WJ \ ~ w 2 <t ~ z I- 0 w -, 0 Q' Q_ ~ 8' WIDTH FRONTAGE LANDSCAPE. STRIP-~l5,il"~'-41~ PER CITY OF RENTON ADMINSTRATIVE SHORT PLAT REPORT & DECISION LUA 11-089 DATED 02/03/2012 I j·::·m I ··: Jl1 \~ 5' WIDTH SIDEWALK-TYP. PE • H-----tll-,, APPROVED CITY OF RENTON STREET M~TION DATED 06/07 /, 1,] LARGE MATURING STREET TREE-TYP. REFER TO SHEET PP-05 FOR SPECIES I SODDED OR HYDROSEEDED LAWN-TYP.-U--~ PLANT 2 ROWS OF GROUNDCOVER SPACED-I-II-~ AT 12" ON-CENTER SPACING TO SPILL OVER ROCKERY-SEE SHEET PP-05 FOR SPECIES --0~ · .. ·,"e /:\ ... : . ·.. ·J , ~-·· $, .. ·.,!·~4 ,\\ : . ' ~ ·~.· 4,, .. -\ • . . " ! . ,.'},\lf --~ TREES, SHRUBS AND GROUNDCOVER ----.J WITHIN 1 O' ON-SITE LANDSCAPE BUFFER ALONG TALBOT RD. S. AND S. 198TH PL.- TYP. REFER TO SHEET PP-05 FOR SPECIES I ;I' . .J I --- V / \·11 I I I REVISED PPLAT ZONE R4 SUBMIITAL NO. REVISION 1 \ / /,{P LDK BY 01 12 201 DATE / NE 1/4, SEC. 6, TWP. 22N., RGE. SE., W.M. - '--EXISTING SIGNIFICANT TREE TO BE SAVED- TYP. REFER TO TREE RETENTION PLAN, SHEET PP-03 - \/ !' f SURVEYED: I I I I SCALE: \ \ I I J i I m• VERTICAL: NAVD 1988 / 1 "=20' HORIZONTAL: NAD 19aJ/1991 DESIGNED· LDK DRAWN LDK ONE INCH CHECKED· AT FULL SCALE PK IF NOT ONE INCH APPR APPROVED: SCALE ACCORDINGLY s~ .... ..ii SCALE:1"=20' 20 10 0 20 40 PER RMS 4-4-070 LANDSCAPING: I. IRRIGATION REQUIREMENTS: 1. IRRIGATION AND AUTOMATIC CONTROLLER: A. A PERMANENT BUILT-IN IRRIGATION SYSTEM WITH AN AUTOMATIC CONTROLLER SHALL BE INSTALLED, USED, AND MAINTAINED ~N WORKING ORDER IN ALL LANDSCAPED AREAS OF INDUSTRIAL, COMMERCIAL, AND MULTI-FAMILY DEVELOPMENT, AND LANDSCAPED COMMON AREAS IN SINGLE FAMILY SUBDIVISIONS. B. THE IRRIGATION SYSTEM SHALL PROVIDE FULL WATER COVERAGE OF THE PLANTED AREAS AS SPECIFIED IN THE PLAN. C. THE IRRIGATION SYSTEM MAINTENANCE PROGRAM SHALL INCLUDE SCHEDULED PROCEDURES FOR WINTERIZATION. 2. EXCEPTIONS FOR DROUGHT TOLERANT PLANTS: LANDSCAPE PLANS FEATURING ONE HUNDRED PERCENT (100°/o) Df<OU.GHT-TOLERANT PLANTS OR LANDSCAPING ALREADXiESTABL+SHED WITHOUT IRRIGATiqN SYSTEMS ARE EXEMPT RtROM 1INSTALLATION OF A PERMANEN. T IRRIGATION SYSTEM, UT DROUGHT TOLERANT PROPOSALS MUST PROVIDE UPPLEMENTAL MOISTURE BY MEANS OF A ' i CITY-APPROVED TEMPORARY IRRIGATION SYSTEM FOR A PERIOD NOT LESS THAN TWO (2) YEARS. TH~ ADMINISTRATOR SHALL HAVE THE OPTION Of CONDITIONING THE APPROVAL (I.E., REQUIRfNG A SCREENING FENCE, ETC.). AN INSPECTION WfLL BE REQUIRED ONE YEAR AFTER FINAL INSPECTI(1)N TO ENSURE THAT THE LANDSCAPING HAS BECOME ESTAB1LISHED. AN INSPECTION FEE, PAID AT THE TIME OF PERfiIT APPLICATION, WILL BE REQUIRED AND THE F1EE AMOUNT WILL BE DETERMINED BY THE ADMINISTRATOR. (ORD. 5676, 12-3-2012) ;~A::~~~Np~~~~!T~~~~o:6~~~~~;;~~~UE~~1PTION AS DESCRIBED ABOVE; RMC 4-4-070(C)(2). REFER TO SHEET PP-05 FOR DROUGHT TOLERANT PLANT LEGEND . A/12/2015 ~r, NOTE: STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT 12 EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. CITY OF RENTON ~M~IEINI ~ ILIQll ~IKl(QJ!Rll [pllffi\1 !C 11'\f IQl rf' IRl IEINl10 INl DATE: 2015-01-1 FIELDElOOK, PAGE: DRAWING NO: Planning/Building/Public Works Dept. o/Jl!J ffi\~IKI I !NI~ 10 INl Uo~[Q)~IC/!\r~ l211L/!\~ PP-04 SHEET, OF· 4 5 A -N N N N ft.}r~ .-:· -~- ,,. ··- CIT\' OF REi•HON ,PLANNII% DIVISION w 2 <( z t, w --0 0 D:'. (L NE 1/4, SEC. 6, TWP. 22N., AGE. 5E., W.M. 8' WIDTH TALBOT ROAD S. FRONTAGE PLANTER STRIP LEGEND BOTANICAL/ COMMON NAME SIZE QUANTITY COMMENTS 2" CAL. II FULL, 6ALANCED 6RANCHINC., 6<6 <LARGE TREE FER COR AFFROVEP STREET TREE LIST! D SODDED LAWN 6Y J6 INST ANT LAWN OR EQUAL 1 O' WIDTH ON-SITE PLANTER STRIP PLANT LEGEND/ TOTAL LANDSCAPED AREA= 3,443 S.F. (ALL PROPOSED SPECIES ARE DROUGHT TOLERANT) SYMBOL BOTANICAL/ COMMON NAME -"ii-<<:_ ___ St~rax Japonlca / JAFANESE SNOW6ELL 0----H~clrangea ctuerclfolla 'Rub~ Slippers'/ OAKLEAF HYDRANGEA @-=----Cornuo oerlcea 'Flavlramea' I YELLOWTWIGi DOC.WOOD i'-=>!(=-'"---Lavenclula anguotlfolla 'Munsteacl' /ENG.LAVENDER (])-----Viburnum clavlclll / DAVIDS Vl6URNUM 0--Fennlsetum alopecurolcles 'Hameln' I HAMELN FOUNTAIN GRASS 0 Spiraea 'Double Fla~ Artlot' I POU6LEf FLAY ARTIST SFIRAEA it~+'?l-----Fesluca 9lauca 'Ovlna' I COMFACT 13LUE FESCUE Q~----Artemesla 'Fowls Castle' I FOWIS CASTLE ARTEMSIA No s~mbols shown Lithoclora cliffuoa 'Grace Ward' / GRACE WARD LITHODORA C.ROUNPCOVER, Flant In all avallabl<!! spaces where there are no shrub plantings or other 9rounclcover opeclflecl. SIZE I" CAL. 2" CAL B GALLON B GALLON B GALLON 5 GiALLON B GALLON 5 GALLON 2 GALLON 2 GALLON 2 GALLON QUANTITY (b 4 l!b 11 ':l5 3/b l"l ':l':l 40 124 AS REQ'D Arctostaph~los uva -ursl I KINNIKINNltfK 2 GiALLON AS REQ'D LANDSCAPE NOTES I. DO NOT DIG 13EFORE LOCATING UTILITIES. 2. SU13C.RADES, INCLUDING 6ERMS, TO WITHIN 1/le>TH FOOT PROVIDED 13Y GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL 13E SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY !b" DEFT!-/ TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTI-IERWISE NOTED. 5. AFPL Y 3" DEPT!-/ MEDIUM/COARSE GRADE BARK MULC!-1 IN ALL PLANTING AREAS. MULC!-1 TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND 51-/ALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GIROWTH. !b. CONTRACTOR 15 RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO Tl-IE ATTENTION OF Tl-IE LANDSCAPE ARCI-IITECT. 1. LANDSCAPE ARCI-IITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. B. ALL FLANT MATERIAL 51-/ALL 6E DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. ':l. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR NURSERY STOCK, LATEST EDITION. le>. ALL MASS PLANTINGS 51-/ALL !-/AVE TRIANGULAR SPACING. WI-IERE MASS PLANTINGS A13UT A !-/ARD EDGE BEGIN FIRST ROW WITI-IIN B" OF !-/ARD EDGE IL ALL MASS PLANTINGS ARE CONTINUOUS TI-IROUC,1-/0UT PLANTING BED. IF NO SYMBOL 15 51-/0WN, REFER TO PLAN NOTE AND/OR PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERSEDES SYMBOLS 51-/0WN ON PLANTS. CONTRACTOR 15 RESPONSIBLE TO REVIEWING PLAN SET AND CLARIFYING ANY QUESTIONS PRIOR TO BIDDING. 13. STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SI-IALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. 14. ALL TREE PITS 51-/ALL BE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN 1-/EAVY SOILS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE FLANTINC, DETAIL TI-IIS 51-/EET. 15. STREET TREES 51-/ALL !-/AVE UNIFORM BRANCI-IINC. !-/EiC.I-IT OF B 1/2' MINIMUM ABOVE GRADE OR AS OTI-IERWISE NOTED. lib. STREET TREES NEAREST INTERSECTIONS SI-IALL CONFORM TO LOCAL SIC.I-IT DISTANCE REQUIREMENTS. 11. INDIVIDUAL 1-/0MEOWNERS ARE RESPONSIBLE FOR WATERING Tl-IE STREET TREES AND PLANTINGS ON TI-IEIR LOTS. IB. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND 51-/ALL REPLACE DEAD PLANT MATERIAL WITI-IIN TI-IAT WARRANTY I MAINTENANCE PERIOD WIT!-/ NO OBLIGATION TO Tl-IE OWNER l"l. ALL TREES 51-/ALL 13E DOUBLE STAKED AS 51-/0WN ON Tl-IE DETAILS. ST AKES TO 6E REMOVED AFTER ONE FULL GROWING SEASON. TREES TI-IAT HAVE DIED WITI-IIN Tl-IE ONE YEAR WARRANTY I MAINTENANCE PERIOD 51-/ALL 13E REPLACED AND RE-STAKED FER Tl-IE DETAIL AT NO ADDITIONAL COST TO Tl-IE OlLNER COMMENTS FULL, VIGOROUS, MOP. DROUC.I-IT TOL FULL, VIGOROUS, MOP. DROUC.1-/T TOL FULL, 42" MIN. HEIGHT, MOD. DROUC.1-/T TOL FULL, 42" MIN. !-/EiC.I-IT, I-IIC.1-1 DROUC.1-/T TOL. FULL, 42" MIN. HEIGi-iT, BUSHY, !-/IC.I-I DROUGHT TOL. FULL, 42" MIN. !-/EiC.I-IT, BUSI-IY, !-/IC.I-I DROUGHT TOL. FULL, 42" MIN. !-/EiC.I-IT, VIGOROUS, HIC.1-1 DROUC.1-/T TOL FULL, 42" MIN. !-/EiC.I-IT, VIGOROUS, !-/IC.I-I DROUC,1-/T TOL. FULL, 13U51-/Y, HIC.1-1 DROUC.1-/T TOL FULL, VIGOROUS, !-/IC.I-I DROUC.1-/T TOL 12" O.C. TRIANC.. SP., 1-/IC,I-/ DROUC.I-IT TOL 24" O.C. TRIANGULAR SPACING CONTINUOUS WIT!-/ Tl-IE FIRST ROW STARTING NO MORE TI-IAN.B" FROM EDGE OF SIDEWALK OR EDGE OF R.0.W., I-IIC.H PROUC.1-/T TOL. FINISH GRADE 18" MIN. 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EQUAL SPACING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOTTO SCALE 2x ROOTBALL WIDTH [REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL ..-----PRUNE DISEASED AND BROKEN BRANCHES ~---HOSE AND WIRE TIES, SEE DETAIL ABOVE ..---2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND ---REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ----WATERING BASIN ---2" SETILED DEPTH FINE GRADE BARK MULCH '1c)>*---AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL ''----SLOW RELEASE GRANULAR FERTILIZER (OSMOCOTE OR EQUAL) SCARIFY PIT SIDES AND BOTTOM ~----l---FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL NOTTO SCALE r__:__--t_JR=lJLl=..ill!JjLf~illJ' w,!1]1 :61,A ________ -t___!L~DK;__fO'-'l/-"12'L:/2"-01T __ l---,o-"_m_o ____ __JscALE l-----+------------------->-----1---__,_-____, DESIGNED· LDK DRAWN: LDK ONE INCrl VERTICAL: NI.VO 1985 HORIZONfAf_: f!AD 198)/1991 STAPLE TREE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL 2"MAX. -i '-----PRUNE DISEASED AND BROKEN BRANCHES 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR ~ TO PREVAILING WIND "' ,~-----HOSE & WIRE TIES, SEE DETAIL ABOVE ---REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1 "-2" HIGHER THAN IN NURSERY WATERING BASIN AMEND NATIVE SOIL W/ 6" DEPTH 3-WAY MIX PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR --2" SETTLED DEPTH FINE BLEND BARK MULCH --FERTILIZER TABLETS (4-21 GRAM-20-10-5) ~4---SCARIFY PLANTING PIT SIDES AND BOTTOM ~~~~--6" DEEP, FIRM, NATIVE 2x ROOTBALL WIDTH D SOIL MOUND IN HEAVY SOILS, AUGER B"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL NOTTO SCALE A,....:-c---PRUNE DISEASED AND BROKEN BRANCHES PLANT 1" HIGHER THAN----~ IN NURSERY 2" SETILED DEPTH FINE GRADE BARK MULCH FINISH GRADE 2x ROOTBALL WIDTH ~~--FERTILIZER TABLETS (4-21 GRAM-20-10-5) f»?.'i><--f---AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY '-!--FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL ./12/2015 ~ STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT CITY OF RENTON NOTTO SCALE NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. ~M@ii;INI !5i IL(Q)u ~lril(Q)!Rlu lf'!ILffel. 1 11:;:!lY (Q)IF !Rlii;INJu(Q)INJ DATE: 2D15-01-1 FIELDBOOK PAGE: DRAWING NO: 2<2'. LANDSCAPE CONTRACTOR 51-/ALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE 13Y OlLNER. CHECKED: 1-----+------------------->-----1---__,_ _ ____, PK f----------1 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINCL '( Planning/Building/Public Works Dept. W ffel.~ IFil I INl@l(Q) INI l$\i\ff))~(G$\~il:; l!:;@[l:;IN][ll) i£i llll!:;l $\llfS PP-05 NO. REVISION BY DATE APPR APPROVED SHEET: OF: 5 5 A-NNNNAA ,. ' ·, •. -"·'·" ,. -; lh -_,_ ,,--""'''"'':·-··--::·.:·-~ ;~··· -'~----''''" ·-· Ii-'·,:,,,, • 0 •• ,,,_,,. > 1' 'i ' '· "J,<'s -·'': ·t ·-•i m.::•'.•"f· 5. 76 AC 9047 -, 0 0 M '"""' "'" 2'iT:21- LOT 115 175 RECEIVED JAN 2 !l 2D1S PLANNING DIVISION B 9.61 AC 901)2 6. 26 AC 9128 2556761! 908/ 900' N, 1.17 AC 9130 30 11 ~1 ] ! Ii ~ ,! :; i: ii, .. 0 M rl ~ u u-u • < ,, ~ LOT 1 22098 0021 (S. l'}7TH ST.) 150.38 30' ACCESS & 0T1L ESOIT. (PR\IT. LOT 3 9305269003 29617 SE' :;; 0023 _, N41l<, 0010 12075#s 0010 rl "' 230 0 rl 0 2 """-' '"'" 1200 0054 t10N. OFF 0 , LOT4 '"""' ,o, 7 <'I I -0 0 ' 0 z 3 794100 l,'H/J o:rn ,,, l2289#g ,-,} 0030 Sf ~25,6? B3Q a. . ,-,,coo 0053 793100 i 1~ KCSP 2790 o, . :£5 7906291220 o< "! LOT 1 11605 C:fF 0.25 A' CENTER 13000 S g: 0051 3(t· -h ·:1.00 11eilll5q.. 1 80 oo4 ~ 30 DEDIC. BY SP. R=25 95 +/- t, KCSP 679148- " 0 N M ""81022406520.:.J 2 AC LOT 1 9101 _.,.,,,..,., ...... ill,,_ ..... ,,. __ ,_ .. 0 D rl 86.98 LOT 2 .SQ2 LOT'I TR A N '" M Storm Drainage 70 .1 g 54 " ' " " ii 89--59-H h 5-1 14 z '" I-"' !~ ., . ' C• " ,. 0 1277211g 0230 120 3S9H~ U280 a D 12600#$("') co.,10 '" ., 0/ N 89 ·59-14 W e 0 0 12000 l!s 0250 -' 1307.90 ' 10.11(;'.J JJI~ (C) ,/1-;/!,'I, ,/----T-R--C---.·£·,s,;:,s,·.,c,,----.,.>!---,, ~. Recreation ~"'J " r_'°_..,.-c.,c--;-7,0,,--,--,•,~, ---1 , ,, '' 4667~ 0120 ' I I N, E11 ~ ' -< I :r: •.;::•. 01 ~ 6! m o,. l-1 (/) m, l•J! :.JO ! :.JO " "' 46871! 01.lO 8 lO 1-15 ;Jg oouo 67. 91 11 1~1,,,, '"'" 150 1312:J#•j 0110 2G. N 89-59-1,j W l"/6.45 12 ,01100 Ol!C N 89-59-11 W ./, /'o., o 4 " ('.,1,' • ,g 9 ,u, o, .. , ;,_~,. u, " ,{\, 1384311s ,{" <;,'1, 0270 •,/ ,.,'>· ..,;-t, '.) ·rem,, "'" 16 ·-c;----- '" 0 " ""' ' 0 <'l oo ,, 0 z 15 0330 <l' ('J ,, 0 oN '" orl 11 0290 14 0320 t,1 ,gi i.'i" ~·c,( "> ? 0 c, ~ {MICl!ACL WILSON RD. J-10 557,EST. 1-31-Ul.) s 89 54-29 '1[15.971 LOT2 "' 0 0 ,- 0 NN :g ~ Oa -om -N m, 0 rl ' 0 0 61 o! r-:I 0 n, ,,, 8l. 74 81. 7 5 I .I 80 1 /--.~, t' s z " 0 ·~ 83. 4 ' 2•)' X 20' SMr. 18112 SF z 9160 c:l'~ g,:, + Nffi N ,, " 0 m 87.502 120 ;etf S 89-54-29 r DE:fAIL iO<IV.J OIL<O 93. ~9 26.9l 8 7'1-16-1-1 E ' ' ' ' ,-l' I ;, I ,o ,~ " I'"' .. I _, " '" I ' /, ,D I~ ',_ I;! '""'" "'" 2.00 AC I/ / / I / ,.~,·J.l u,,, N 8 J-2;0-02 v,· 793100 ll 83-26··50 W 87111 0005 SF / / ' I ' ' l I / l i . ' ' ,-· ~ V ,, . " ~J ,,, 0 ¢ C m ~b ':_,"'~, ,m "' SPRING BROOK AC ACTS VOL. 1NW TR B Sensitive Area L 93 AC 84269# l..!MD·!Nr 5791# UO=IO 15.51 AC 0007 2.0G AC OOLO / / I ' ' I / ' ' ' i I I I , I I ' ' ' ' / / I / ' ' / _f-c' I i , I : 1/h'' El\S'!' 91.99 (S.P.J 15 16 i/--: :' 1: 0 'I ltJ / ,: (:o, ,, .,: ' ' ' /: i~' ; l <!:, ' ~: '""'""' '''"" ' , r I ' /21 / c,:1 i ::.:· ' w UlOll/ 1 if /, ; / '. I / / / / / I I / '' '' ' j I ' ,' ;;;,':' /,-.:/ : ,.,, ' I \O/ .: CJ' I ' ' /J:' ,' / /1-- .' ;' / 0 I , ,. CJJ j ·~ I :' / i:!; I / • . ' ' ' 0 c, 793100 .,. KCSP 1182029 REV. 8607010588 2.5 j ' 5 """' ,-,_, LOT 2 LOT 1 LOT 3 "' 0 ' D ,., cc ' <;,,,., _, 1.15 1,c c>1 0058 2.55 793100 KCSP 681072 8303160820 I_OT 1 " 0 "' rl C " ' '' N ' 0 '"""' ,.,,, 0111 <N. 89-22-32 1'1.> NE062205 8 10823 ~: 8'/ 0100 a? 120 '~""" '"')() 3 2 H,~.50 N 89-47-30 8 0 0 OOU6 '""'' ''"'-' 0 G rl 130'1.91 00.:11) 0028 0 0 ,, • j 30 I· , 30 0070 ! 87. 5Q ! "''"~ '"" " :~,.~~~~--~~~"" :~ '.J<'sr ' : l ' D 0 rl 0 "' rl •• 104 '"""'' w., ,eJILO 0101 9 0096 ''""'' e1,a 0101 7 01.06 80 ,,-,, -· ' · S. 200TH. ST. .Je1.20 . ------. ------" ------------------------- S. 200TH. ST 340 S 89-39-30 W 189 80 "'·"" 01u, ''""' "'"' 0 0 3.07 AC 0120 H. 7 6 0126 WM mo 00 00 HC MCI 0 lf10 H 0 1'1 (JOHN HP.LL RD. NO. 159, EST. 1885) I 1------~·-c·c·c·c·,·;,-',"',-'i'c-,-,-,-='-".c-lit'-'f,1'J2'i1-----,------lC7i'iOJ-----,--,BC5l--;-----1[,i'_9l.C21'9J--,-rf"------,2,,55------,-lrt-------,22200-------,---•--------,,iioiioJ----------Jo 110.52 • 210 !: :fl 30 : : 70 124.86 us,,,-, ""' !:': :,;; !_\( 1_0J LOT 2 LOT ·1 ,n ,., MAP <I) ' ,, _J (L " I~ I '1' 1--., "''' Ol I~ ,• I '" ' l!8~-45-42W 0 •n 0 n 11. 86 "'"·" r r "' :;::: "''' 9 793'/lt r t I rl "'' g {)()IJ(J 'i,\',/' ...... LOT C j ! : ,..,· .:. ::: ,' , ~;,~ :i .. t ,. I ~· , ~ 135.11 '"""' 8 OlS'J a 10·111 OOf.lO 135. 4 S 810'.lll 0070 l35.49 850611 l"IOfiU ''lo ,~ o\ H r·;j "''"'·" a,·,·, LOTB j ·~c.,, 0 1·:'!c; KC LLA # 8 611 1(5 I i !r.:i <'l-1 • i~ ,.,, : I* I LOT 2 j_H~ lo !" J J:z; ~.'J:;'. ool r·-:,!, "'\ ,, ,, c " > m ' . 0 ,, N •, a ' ' ' I ' I c' I ;p"> I,, [::'.3Q 1, ' rl I~ ,. 178 ----------- 110 """"'" "" 15 ! ' ! l "'"~ t "'" u,!KCSP 276013 ~ 8005050614 28350 SF 9109 N ·-, ................. UR.-,,, ....... .._. .. -. 140 N 88-39-23 W .-.-, ,..-, OS,l(6 '<) "' r,,-:, LOT 2 N LOT N l If 100' -- ry ' ~ ...; w VJ C " a: L w -0 "' ~ C w L u " 0 0 "' 0, "' 0 I -a: ::, .J -----; ... as -0 "' ~ w w L 0 m 0 0 U) -----m w ill w L VJ C 0 a: ----- m D' .S ' 0 L 0 -----o, C w ------0 u. t' 0 L V) C " 0, 0 ~ ,n N 0 0 I "' re -----0. ,,., 2 "' z ~, .J c;: I c- "' -, "' w Ul ::, ! ::, " "' 0 r< .,. 0 N ----0 N ----ID w ,_ " 0 c; z c= ,_ 0 .J Q_ u W. 1/4 CORNER SEC.5 T22N R5E --------------------------------------·--------------------------~~------------- :iJO 220 - '1 I I I I I I 1,~110 I I I I I I I I I I I I ~DO · ! ---. [ __ _ 1 90 180 17 0 STA 30+00.00 TALBOI ROAD S. ~ STA 40+00.00 (5198TH PL) POINT OF RECONNECTION TO EXISTING A/C WAT ER MAIN. j-----+-----j-----+---~--j-----t--------i-----j-----t-2 30 I SEE-"-8 E-T AIL --A-. ----------·----------------------·-----·--------~----------------· --------------------------------------·--·····------220 -----....:· STA 32+3.7.Q __ INSTALL, 1-WATER SERVICE PER DETAILS W-15 AND 16. -------~------------ --EXIST lt\JC S1\NITA!r( SE'v\lER PROFILE lN ff\LfJO r fW,\D ROW I _____________________ " ··------,/:::: .. EX_ l STI NG _ 1:; f~.A D F __ Ar _j, _Q_[~ _£0r:~_r l_l'J Q_ -~\'.,~-rE;) SN:°.~.ti ..... __ .// ··/ ····----------_ ----------------- .S' MIN. ------, .. ___ f OVER ---l ----------- . -/ T/\L.BOI RO.A.!) ROW -----. -1- // r EXISTINC: A/C WATERl,IAIN P l,O FIL.E II•: ----_,......___ (TO OE Af3,".\f'IDONr::D) -·--~~ I ----::----. ----I ,-----I---------------------------------------.. -----------·· . ----. ------------------------- -I r STA 32+92.93 . -----~ ------PO INT OF REC ONNE CT ION ro 1 1 ffZT ff" -fve::.;:::. :_-_- , ,,=.5 14% --EXIS TI NG A/C WATER IAAIN. I I · .. ---.. SEE DE TA IL 8. I I ----------=-:·---! ),..... --------·........_:::, Prrop_ 8,, ..... ---------.... ----------------------------------~~------------D.1. ~Alt~ ~-~ .. -----. "'--+-+--·-_-_------------------------- -•.. t\ ·-. " ' - STA 32 +'19.25 INST.A.LL:----,, 1 -W ATER SERI/ICE <:.:_· PE R DETAI LS -......,. ', W~-15 AND 16. STA -~2 +52,._25 "-> 210 200 190 :-180 ----------------------.. --------· -----·-···-·-·····--·········-······· --------------------------\N_"~i~k SERVICE _______ ' c:_"c.-__,-----+-l 70 P [R DETAI L S <:·-EX IS T I NG GR ADE E.L EVATION OV ER PRO PO SED WATERMAIN W-15 AND 16. 160 · -----H------t- .30+00 ----+-----~-----,.--- 31+00 -t-~---t-----+----~1------l------+----+------1------160 32 +00 33+00 33H4 0 0 -~---~---- ..,. OJ 0 N ,n ,o 0 N ,n sc)· 0 N U') N 0 ,.., ---··r-----~ ---· I') 0 0 N OJ 0) O'.J D) m m 0 m -~----~---~-------~~------------------'-----------'------'--------' ---·--····----------------·------------------------------------------------------- ":_,·. i ,._·. " " --- PRO PO SED SAW CUI U,IE - FO R ASPHALT PAVEMEN"I REM OVA L/R ES TOR ArlON SEE DETA IL /1.. ON LJWG WP-2 PROPOSED WATER MAIN PROFILE SCALE: 1 "=30' H, 1 "= 1 o' V -, ·_·· -~------\ \ \ \ SE E DETA IL B 336 LF EX. 6" A/C TO ~:.:}f ~. :~c SS, __ 1 O N DWG WP -2 / / / / BE ABAN DON ED IN PL ACE. SEE DETAILS ON owe WP-2. 3 45 LF 8" D I. WATERIAAI N I TBM #2 ;' / I I I I ELEV~ 187 32:../_ so ~~-"':·="--?--~~~:"'-c'_s,~~.,., f, "" ""''~'1·Y-~~l!O-"':-,_-so -. --.--, -s'.-.---~~~f -; f<j / PROP. 12" STM SWR. rj, EXI ST. R.0.W.~----------,....-----; ----- "-a ':, '-a', '-a ',a ,::,'--)'>"~ 1 ~~ --------- \ ! m ,~, ---· -( -e 221 LF --------' ~v:r~~-MAIN I -------..._ 13.25' ~ '" (/) :-,.::,:::;::,.::::, ~-" -.....,,_'.: TBM #1 ELEV.-213.79' -I ::0 )> 0 -I )> 0 I] fT1 z U) !] )> 0 fT1 ' I, I. \ 1''4 . v 1 \\ I ~------------ ~~ 1 5• 0 30' 60 ' LEGAL DESCRIPTION -------~-~-------- LO T 1, l<ll;G COUNTY SHORT PLAT NU MBER 1182029 (REVI SION) RECORD ED UNDER RECO RDING NUMBER SG07010588, IN l<ING COUNTY, WASHING r<JN, (PER TIT LE REPOR T BY FIRST AMERICAtl TITLE COMPANY DATED AUGUST 5, 2011 AT 7:30 A.M.) ------ffi ~-= CALL ~gURs BEFORE You DIG 1 -800-424 -55 5 5 WATER GENERAL NOTES: (REVISED 05/16/11) 1. ALL WORK SHALL BE PERFORMED IN ACCORDAN CE WITH THE SPECIFICATIONS OF TH E SOOS CR EEK WATER & SEWER DISTR ICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. TH E D EV ELOPER SHA LL FURNI SH THE DISTRICT A COPY OF T HE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENC Y PR IOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPR IATE STREETS ANO LOTS SH ALL BE CLEARED, GRADED, AND STAKE D BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITI ES SHALL BE LOCATE D. 4. FO LLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EX PENSE. 5. RECONSTRUCTION SHALL CONFORM TO TH E SP ECIF ICATION S OF THE DISTRICT. AL L COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELO PER IN ADDITION TO T HE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANC E BY THE DISTRICT. 6 . NO WATER SERVICE CON NECT IONS SHA LL BE MADE TO TH E EX IST ING SYSTEM UNTIL COMPLETION O F T HE Bill O F SALE AND A LL EASEMENT S. MAKE APP LI CAT ION TO TH E DISTR !CT FOR WAT ER METER INSTALLATION FO R EACH WATER SERVICE CONNECTION PRI OR TO MAKING CONNECTION. BILL OF SA LE WILL NOT BE PRO CE SSE D UNTIL PU GET SOUND EN ERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SI GNED HOLD HA RM LESS AGREEMENT (FORM SUPPL IED BY TH E DISTRICT). 7 . ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PA ID BY THE DEVE LOPER/CONTRACTOR 8 . PROPERTY CORNERS S HALL BE PINN E D WITH REFERENCE TACK ON C URBS BY THE DEVELOP ER/CONTRACTOR . 9 . THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (25 3) 630-9900 TO SC HEDULE A PRECONSTRUCTION MEETING AT THE DISTRICT O FFICE. AFTER THE PR E-CONST RUCT ION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 H OUR S (REGULAR WORKING DA YS) BEFORE STARTING WORK. 10. THE DEVEL OPER/CONTRACTOR SHALL OBTAl bl ALL REQU I RED FINAL INSPECTIONS TD MEET PERM IT REQUIREMENTS. INSP ECTION S MUST BE SCHEDULE D AT LE AST 48 HOURS IN ADVANCE. SURVEY NOTES: DATUM -·------------------------· BASIS OF BEAR IN GS : HELD N0 1 '4S'26"W BE TWEEN CITY OF RENTON CON TRO L POI NTS #1872 ~"X4" CONC MON UM ENT DOWfl 1.0' IN CA SE Al TIIE INTEl<::SE CTI O~I OF S. 19 2ND S TRE ET AND 99TH PLACE S AND CONTROL PO INT #1876 (AKA. W. Y4 COR NER SEC. 5 T221, R5E., W.M.) ;\ 1-1/4" DOMED BRASS DISC WITH A PIJ 1~C H 0.4' DOWN IN CA SE AT TH E IN T[f!SECT IOIJ OF SE 200TH STRE ET AND 100TH AVE. SE. OR IGINATING BENCHMARK: HELD CI TY OF REN TO N CONTROL PO INT lfi927 A KIN G COUNTY CONCRETE MONUMENT AND CASE IN GRAV EL SHOULDER :5. 9' WEST OF WES T EDGE OF A SPHA.L T 01 ' TAL BO T ROAD SOU TH AN D 50' SOU TH OF CEl~TER LIN E OF 192ND STREET. VERTICAL DATUM: r,A VD '88, ELEVATION: ·1 27 . 70' ~ TBM #1 = CHISELED "X" ON SW TOP BONN ET BOLT OF FIF!E HY[\RAN T EAST SI DE OF TA LBOT ROAD, APPROX IMATELY 12' SOU TH OF SO UJTH PROPERTY OF SIT E . ELEVATION: 213. 79' ~ TB M #2 = TOP OF RIM Olsl APPROXIMAT ELY 19' SOUTH ELEVA TION: 1il7.32' I I SDCB, i// 113 3, WES T SI DE OF TALBOT DA D SOIJTH , AND 1s· WEST OF NORTHWEST PRO P .RTY CO RN l:R . ! COMB INED SCALE FACTOR: i UNE TO GET ,R ONI r;ROUI-JD COOR DIN ~ ,r::; -TO GRID l"OORDINATES lvlUI irw L y BY A r:o~ml-'l[D ., -, s CALE FAC TOR= 0 9999,9189529 \, .. Sh-1EETINDEX ' DESCRIPTION SH.NO . ,.,-c,C,:-c-~'ji-1~,,,,,'··· . ... 1 WATERMAIN PUAN, NOTES, VICINITY ' MAP 2 WATERMAIN PL~N, LEGEND, DETAIL :3 • 3 CONSTRUCTIOKJ PROVISIONS ' 4 MATERIALS & S,URFACE RESTORATI 1)N 5 WATER STANDARD DETAILS I 6 WATER STAND.f-RD DETAILS I ! I VICINITY MAP " ~ 0 ~ 0 "' -lO a -1 ~ lO "> ~ 9: () 0 ~[ (J a: ,°;Q "Q Ir Q () <( ,, " l9 z ex: UJ UJ z -l9 z UJ UJ ....J I= ::> r BA SE MAP w a:: -' I= w w ::, Ill f--, (f) " ~ (') ii) ''· ,,, fl: () (j m ~ ~ I-· :,: ~ ro Z i UJ ; ~;;;-, ~8 UJ 00 • ~" l9 ~~ <( cW ~.J: z •2 <( ~ Cl z <( '§ ., ~~ "r: ,~ ·-~ ,_ ~ .. ,W Oo 5 gJ 0 s--o ~N .~ •s 3~ ~"'-~ .. N 2 • z 0 Cl) z UJ ~ UJ z -~ 0:::: w I-~ w -' " () r..::: U. [/J Ct 2: ~ 0 uJ uj a > u l Ci'. w 1-- " )- {Q c:i " I= "' ::, 0 0 f-I " -, ~ 0 c:i w cc 2: u C> {Q ~ 0 I.) -, "' OJ ci c;' ,c U) c:i (j () z 0. "' IQ ci _, ,,_ vi 0 ci u) a " Q o_ "' "' fl fl a a ~ ~ '" ~ _,_ () u, N ii' 0 1: D.. <( I-'.:2: ::i ~ .:.: {t ~ 0.. z I--0:::: u o> I - Cl) ~ z 1- UJ 0 (.9 z ~z Cl) ::i 0) D.. co oz I ..-<( ..-~ <( 0:::: :::> UJ ...J I- ~ SHfft 1 or 6 DRAWING WP-1 RECEI\/ED JAN 2 0 20t:i C ITY OF [t;,'.IJON PLANNING Dl\/1JION ' LINE LEGEND ---ss-------ss-··----- -~--·--·--·--SD---------SD ---OP------------- ---OT------OT- -----P --------P ---- ----T --------T ---- ---OP-OT· -----FO-------- -----------OFO Of--O-OP-01 --- -----------D-S ----D-S----- -------IM ------w----w-------- GAS GAS--- ---x-----x----x x--- ___ -[]~--[]--- ___ --+--+---------· HATCH LEGEND '-~· ___ =3 CONCRETE PAW1C [ ~ ---,,----, I -~--~ f7 ... TT7 7 r,,://////// L~~_,; __ ;///// ASPHALT PAVl~W BUILDINGS GRAVEL SURFACE WETLANDS filtft:: :ilim BRICK PAVING LINE LEGEND ---------------------------·------........... . ------------·--.... ------' DI ICI I UNE SANITARY SEWER LINE s rom~ DRAIN LINE OVERHEAD POWER LINE OVERHEAD TELECOMMUNICATIONS UNE POWER LIN[ IELECOMMUNICATIOf<S LINE OVERHEAD POWER AND TELECOMMUNICATIONS FIBER OPTICS LINE OVERHEAD FIBER OPTICS LINE OVERHEAD FIBER OPTICS, POWER AND TELECO~fMUNICATIONS LINE STORM A~lD SANITARY SEWER LINE FORCE MAIN SEWER UNE WATER l lNE GAS LINE CHAIN LINI< FENCE LINE WOOD FENCE LINE WII/E ITtlCE LINE EXISTING RETAINING WALL BUILDING OVERHANG ROOF OVERIIANG/EAVE EDGE OF WA IER CENTEf1LINE lt_ SFCIION LINE BOUNDARY R/W EASEMENT WEII_ANU LANE SIRIPING LOTS SUBJECT PROPERTY AS-BUILT CENTERLINE (NO PLOT) BREAK (NO PLOT) CURB W. 1/4 CORNER SEC.5 T22N R5E --------------------------··------------------ ....i p., :I: t""" co 0\ 1 -8" FlxMJ GATE VALVE M 1-8"x 6" FLxrL TEE 1 -6" FLsMJ GATE VALVE r/) CUT ANO REMOVE A/C WATER PIPE. SEE NOTE 5 BELOW. 2 LF 6" 0.1. PIPE, CL. 52 1 -THIWST BLOCK 1 -f l_xMJ COUPLING ADAPTOR MEGA-LUC FACH MJ fTITING COllNECTION PllQP. 8" D.L WATER MAIN, CL 52 \_ 1-_s" FL_ COUPL"IG ADAPTOR 1-8"x8" FLxFL TEE 1--8" BLIND Fl.ANGE 1-TEMP. BLOWOFF PER DETAIi_ W8 2-THRUST BLOCKS MEGA-LUG EACI I MJ FITIINC CONNECTION TALBOT ROAD S. A/C WATER MAIN CONJ,JE;_CTION DETAIL(~\ NTS"'1~ -----------------·-------,,., ______ ,. ---------------- WATER CONNECTION/ ABANDONMENT NOTES: 1. SEE DRAWING I/Vf--l-5 AND WP-6 FUR TYPICAL CONsrnuc-110N DETAILS_ 2. ASBESTOS CEMENT (/'./C) TO DUCTILE IRON COUPLING SI IALL BE DUCTILE IRDrl, ROMAC STYLE 501, OR EQUAL. 3. BACKFILL EXISTIN{; A/C PIPE /\ND COUPLING PER TYPICAi. m: l"AIL W -12. 4. ABANDONED A/C PIPE SHALL BE INJECTED WITH CONTROI_LED DENSITY FILL ANO CAPPED AT BOTI I ENDS or, AS DIRECTED BY THE SOOS CREEK WATER DISTRICT AefD/OR Cl I'/ OF f/ENTON INSPECTOR(S). 5. A/C MATEf~IJ,L SHALL BE COLLECTED IMMEDIATELY UPON REMOVAL /\ND DISPOSED OF PER CUf~f~[NT W/1.C, SEE WAC 296-62-07713, AND PUGEi SOUND AIR POLLUTION CONTROL AGENCY REQUIREMlN rs. PROMPTLY DISPOSE OF WASTES CONTA,IINATED WITH ASBESTOS IN LEAK-TIGHT CONTAINERS. 6. EXISI.ING 8" X 6" MAY BE REPURPOSF.D FROM NORfHERL'( Tll::-IN TO SOUTHERLY TIE-IN AT INSPECTOR'S l)ISCRETION. CAP /\ND ABANDON EXISTING --~ 6" A/C WATER MAll.f Al ~ EXISTING GAi E VALVE ", ASSEMBLY. SEE NOTE 4 '~ / ~ EX. 5•' A/C ~=~?vii 90· BEND ·--------~-1 <\ 1,--~,e.;, _____ L;~r[~o¥:t ABOVE 1-8"x6" IEE AND ~--'-.... :,' .1i111 1 11 1 , J BLOW OFF ASSEM8LY ----.• ;; .. ( t".: i'.:'.~-------~~~$----------____ .(I AND THRUST BLOCl(S. ,;:c .. 2 _________ =--r-Jls , ·'+k ,, - .. --.. · .. ?---ti-----~-----' :-· ' s·± EX. 8" DI WATER MAIN -......~....._'--.............__ PROP. 8" DI AND GATE VALVE ASSEMBLY /; -WMER MAIN, CL. 52 1-8" Fl xMJ 90' BEND ___ _) s·· 0.1. PIPE, CL. 52 FIELD Fil LUIGTH 1-8" MJ GAIE 90-BENO 2-IHRUST BLOCKS fAEGA-LUG EACI I MJ FITTING CONNECTION TALBOT ROADS. WATER MAIN CONNECTION DETAIL fs\ ~J -------------------------·------------------···------ l'l (D < 0 ~,- 0 ~} 240 -1------1 ----+----+-----<-----+-----+------+------··-----e---:,40 I PROPOSED W/ITFRMAIN PROFILE IN I ---il~o;,S', S.19srH r1_ACE (uNoEv-[i()PFD)--R-61N--i"'··~._ ---.-----,,-," 1).1· __ ,--· :::::.::.. I " --'if". 230 -----------ixi"ST1NG--SURFACE-AT--\A1Afr-RMA~~-----------i------~~:::-;~, __ ____.--,-:::.;__· ---=----· ---·---·-·---·-·-· __ _::2 :tO/ IN S 19B IH l"LJ-\CE-(UNDEV) ROl ! ;i_'._1.,11_f'L_~~ -------- STA 30+00 00 (TALBO~ __ R0/\0 S) l COVER ----><-.. ,.. ----:::::::::::::::::::_::::,,.--- ~ STA 40 I 00.00 (S 198 IH PL) ___ -----; --- f'UINT OF RECONNECTIOl1 fO -, EXISTING A/C WATER "IAll>I. __ -----, -- /...?.O -------2'~E--DET1\ll:--A-.·---~:--~--------~:;::.=-~~---· ------i· --------~--c_-:..CC-::: ----- 200 __ , __ ___ --- .. ,,._[ F:XISTING 6" DI WAITRlv1AIN TERMINUS. CONTRACTOF: TO 1:KLD LOCATE PRIOR TO CONSTRUCTION. COfHRACTOR TO FURNISH ALL FIELD FITIINGS AS RlQlJIREO TO CONl~ECT l,ROPOSEU WAfEf<MAIN INTO CXISTl~IC WATERMAIN. · 220 -210 -200 1 9 0 -----------------------------------------.. -------------------------190 t 180 -r---------- 1 ' -·------------1· -- EXIST! NG GRADE ELEVATIOf·I 170 r~rn '""'°'~ """~" 15~o~1-u_c_, --I 1 ·---I ----+----4-1-+-1-0-0-----+--------,f------·-l------;-----~-;-+oo ' ~------------------· ,o •D ,n m -~-------- w f", cc N n 0 -180 --170 160 42+21 __ '-::_:c::_=-:::_ ----=='========-__ ::': ___ cc:-=-=--_-_--___ -____ :-_·--=- _,,_ ~~__[_JJ -~ CALL ~iur,s BEFORE YOU DIG I 1 -800-424-5555 / I i1 PROPOSED WATER MAIN PROFILE -----·------. --·----------"-·-------- SCALE: 1 "=30' H, 1 "=1 O' V ~mm,mmmmmnT~ ~ I ~ -; -------~ PROPOSED \IVATER MAIN PLAN SCALE: 1 "=30' f::l 30' I 5' D 30' 60' ··-.. -·-----~ -II[ -IN TO EXISTING WATER tvlAIN f-TITING. FIELD VERIFY LOCI~ TION PRIOR TO cmiS"I RUCTION. \ ------- 2'. 0 iC Q VI § z Y! 0 0 i]j s: u1 C( ---------------------1 ~ ., ---------------------1-a st-w ~ ..J 0 I= N -0 :::i N f--<D -, ,, -1 -J \! ~1 () 9:.o z GJ Ct:: ~) [t CJ 1--Q f Q_ iii q Q_ l)C(l L, 0 " o_ st Cl (D I-z z 0::: w w 2: w w z (D -(D <( z z w <( 2: w .....J I= 0 z :J <( I- a:::: I- WO I-_ ~g: ~~ wo w a:::: a:::: w Os Cf) w 0 Cf) 0 O<S Cf) 81\SE ,VIAP S/-/Et." I 2 ORAW/,1\JG 0::: w ..J w I= w al :::i f- Cl) -, c, ~ '" ','. u " lo rt :t Cl u rn ~ m ~ y m 00 0 or w CJ "--0 6 le -~ ;.· ::lo v, NU u 00 • m~ ~~ 3w -~ ·~ 0 [:: li~ = 1-3., 00 w y ~~ QI ,~ cj ·->-,_ ~ -· _, -w ,,_ So -~ rn l0 >R ,,, ,26 CJ 0C N ~~ 3 5l ~"-... ~ N~ • LI _, "' l) Vi I- '.) z a. 0 I- Cf) 0:: z 0 w I I-Cf) >< z w w z CJ -~ <( ~ 0:: Cf) w 0) I-co ~ 0 I .,- .,- <( :J _J OF )- QJ () z N 0 0 ' st- ~ ci z ro 0 -, cj ('J z: Q ci ('J < Q c,_ "' "' ~I =II ~ ~ 8 C: D: a 0 '; :c (f) _J -~ w 0 -0 z w (9 w ....J -z <( ....J 0.. z <( ~ 0:: w I- ~ 6 --------- WP-2 RECEI\IED JAN 2 0 2015 cny OF 'i'"H'ON PLANNING DIVl~JON CONSTRUCTION PROVISIONS (Revised 05-16-11) 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM, THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHEf{E STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH E'XCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL ALSO BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITIINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY THE DISTRICT. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTIOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36-INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT W. 1/4 CORNER SEC.5 T22N R5E 4. CONNECTION TO EXISTING WATER SYSTEM THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE DEVELOPER/CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. THE DEVELOPER/CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DISTRICT'S FIELD REPRESENTATIVE. 5, SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 314-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. 7. WATERWORKSTESTING PRESSURE TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-09.3(23) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-09.3(24) OF THE STANDARD SPECIFICATIONS. THE DEVELOPER/CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY THE DISTRICT'S FIELD REPRESENTATIVE DISTRICT SHALL FURNISH THE CUBES FOR THE DEVELOPER/CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. DEVELOPER/CONTRACTOR SHALL COORDINATE VVITH DISTRICT'S FIELD REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM, THE REST OF" THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. THE DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL 8E REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9, JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DISTRICT 0,< GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY clLLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF Y.-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE' CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND. 10. WATERSUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS MAY BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE DEVELOPER/CONTRACTOR WILL BE BILLED E>Y THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE DEVELOPER/CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET THE DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON-COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. .,_, _., ' ----·-./'L_ --'~ '"· ._, L,j f-a· -------------t"""--1 ,_ en 1---------1 --- --- <..9 w ...J ~ ::J I--, I- rn ~ rn ~ rn w O'.'. w jjj [lJ Cf) z z~ -" 0::: UJ 0 UJ ~ ;;;2 rn 0 UJ ~ u. z UJ rn 2 <..9 <C <C -~~ <..9 <( c~ 0~ 1'~ z z "r 5@, UJ <( w~ ~~ ~ ~~ UJ ·::::; ~ ~ .. ...J .. w Oo I= 0 .~ rn >0 0 c- ·-0 z ~N " rn :) o-<( " ~ I-~ '1 ~ .. N2 • 0::: 1--WO z 1---0 <( 0::: -U) s 1--z LU ~~ I->< wo LU w 0::: z -0::: w <( Os z 0::: Cl) w LU I-0 Cl) ~ Oo6 Cl) BASE: MAP ci z C\ L,_1 ci G :: CJ lll J:: 0 u .., ~,:: en ci " 1, " VJ ci rj IJ " ll_ " UJ ci -J ,_ 1/J ci 0 UJ c, " Q <fJ U) I-I-zz ,,, N ,:.: _, re .. , 0: u 0 '" 1/J :r > I- :S C/) z D.. 0 I-- 0::: C/) -0 > I 0 U) 0::: z D.. LU z C) 0 ~ I- U) 0 ::> 0) 0::: co I-0 I U) ..-z ..-0 <( :) 0 _J !-----···------·---·--- 3 OF' 6 I--------------------0 DRAWING WP-3 RECEIVED JAN 2 .0 2015 CffY OF R!'lffON PLANNING DIVJSiON MATERIALS (Revised 05-16-11) 1. DUCTILE IRON PIPE ALL DUCTILE IRON l'IPE SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2, SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR ·DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30 2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH-ON AS REQUIRED. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANTS SHALL HAVE A MINIMUM OF 5-1/4-INCH MAIN VALVE OPENING WITH TWO 2-1/2-INCH HOSE CONNECTIONS AND ONE 4-1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1-1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORZ ADAPTER AND CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 180" APART AND NO LUGS. C. STORZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGA-LUGS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK-OFF FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, MUELLER CENTURION MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITIED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY-DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED YELLOW WITH TWO TOPCOATS OF OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE-MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 OR AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON-RISING STEMS, OPEN COUNTERCLOCKWISE, AND BE EQUIPPED WITH AN 0-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED MECHANICAL JOINT OR PUSH-ON AS REQUIRED. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF-CENTERING ROCK PLATE SUPPORT. LOCK DOWN SET SCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. VI/. 1/4 CORNER SEC.5 T22N R5E 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 9406 AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4-INCH THICK BY 2-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE DISTRICT WITH 16 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WETTAPS TAPPING SLEEVE SHALL BE JCM 432 OR ROMAG "SST" STAINLESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPOXY COATED LONG PATTERN SLEEVE, OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)6 OF THE STANDARD SPECIFICATIONS. INSTALL PLASTIC-COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS. METER BOXES SHALL BE AS CALLED OUT ON THE STANDARD DETAILS. METER BOXES AND LIDS LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTER SHALL BE LOCATED AT APPROXIMATELY 10" ABOVE SPRING LINE PER THE STANDARD DETAIL. THE DEVELOPER/CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. EXISTING WATER SERVICES, WHICH NEED TO BE ABANDONED, SHALL BE DISCONNECTED AT THE WATER MAIN CORPORATION STOP. THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S FIELD REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 1/2-INCH, P.G. 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. SURFACE RESTORATION (Revised 05-16-11) 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROAD AGENCY. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RE-TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4 INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCHES SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE DISTRICT'S FIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH AN APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE Ill CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAWCUTTING THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULO NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS, SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL Bio ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRI, SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SIL TING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIO~IS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. >- --····--·· .. -~~----------I ·IX]" -- ci 2 ~i'\..!..l't~ '~ 1 .,,. 'I'- ·@f~~)e :e~..i· ,Oil' {L, i;;;'.;:<:~ .• .e~;, ]"' r:0 ' ..... ... ,~ 0, ~fs _., fi.'t!'-' NJJ()fv'-~o --- ..,. LU CT'. ~ ...I 0 I= LU N ui -::J 0 CD "' I--en C1J --, u _J ._J w "{ "( > "> 0 ..:::o z ;z: UJ (t SJ [Y ('J $ I-(]_ ::; o: iii " '( OL Ct: Q l,j [t CJ <( Q <( Cl Cl • 0::: I- WU z I-_ 0 <( 0::: -Cl) si-z w ~~ I->< wo w w 0::: z <( 0::: w Us ~ er: w Cl) w I-0 Cl) ~ Oc,6 Cl) BASE MAP . - SHEET 4 OF LU ...I I= ::J I---, Cl l,j '( I.) ·~ J: () '( 01 [l c' N 0 0 ' ..,. ~ ci 2 (jJ 0 -0 ,c (/) cj (j () 2: o. '( (jJ CJ _, ''· tJ cj (j CJ z Q_ (/J (/J f--f--zz ::-J ~~ f-'.'. "( lt lY u Q lJ [/J :r: > z 0 - I-~ ::s 0 a... I-I-Cl) er: w 0 er: I w Cl) 0 z <( w LL CJ er: ~ ::> Cl) Cl) 0 Q) z co <( 0 I Cl) ,.... .....J ,.... <( <( ::> er: .....J w ~ ~ 6 DRAWING WP-4 RECEIVED JA~I 2 0 1015 CITY 0~ RE!\!'fON PLANNING D1V1.::ilON '·--~·-'-'---'·-'--"" " _,.,,= ... rY/) HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE TEE OFFSET PLUGGED CROSS VERTICAL BEND ALTERNATE VERTICAL BEND PLUGGED CROSS 'l/l. -~rr3--:> . STEEL SIIIM PLATE ' ;;:; ', " " /, .-.. ' ~~"'-/>-. BLANK PLUG NOTES: -----,--···----~---·--------- 1. ALL CONCRETE FOR BLOCKING SHALL BE A FIVE (5) SACK MIX. PLUGGED END FOR FUTURE EXPANSION 2. ALL BLOCKING SI IALL BE POURED AGAll,JST r·lf<'.M, UNDISTURBED EARTH. ~ z w " ~ " 0. ~ 0 w (!) ,' o· w ------· (!i) CONCRETE BLOCKING DETAIL 1 NTS 4"- 6" CV 10' ~ 6" I-- FRONT VALVE MARKER POST -.--------··--·--~- VALVE MARKER POST WILL. BE REQUIRED UNLESS VALVE IS IN PAVEN!rnT AND TOP OF VALVE BOX IS I\T FINISHED GRADE. Cf) 0 N 4" L 4"_ BO 10' GI N BLOW-OFF ASSEMBLY MARKER POST BLOW-ffF MARKER POST WILL 1:-:JE REQIJll~ED Ul'JLESS Ell.OW-OFF IS IN PAVEMEN 1·. -ElJGE OF PAVEf.1DH 2" HMA PAVING MATCH EXISTING Gf~A7DE 1 · ,. CLEAR I, ,. -.-... ,__ "'" - ' ' --1-----------18"-24" CAST IROH VALVE GOX W/ LID MARKED "WATER" SERIES 9408 OR AS APPROVED BY DISTRICT ROTECTIVE r'AD PROTECTIVE PAD ATF:RMAIN- SECTION VALVE BOX PROTECTIVE PAD ~#~ER POST SIIALL BE PAIMTED WITH 2 COATS OF WIIITE PAINT, LETTERS SHALL BE 2" IIIGH Al'>Jl) SIEMCILEIJ IN l:JLACK PAINT. MARKER POST SHALL OE LOCAfflJ 1D FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. VALVE BOX PROTECTION GD PAD AND MARKER POST 13 NG W. 1/4 CORNER SEC.5 T22N R5E ~I I~ l:::J "' ~ z w 0 I w IS >-~ Q ~ 0 "' 1 rWITH SIDEWALK: MEllR WITH CURB: METER~ r ~. AS D1f1ECTED BY DIS r. AS DIRECTED BY DIST. • LOCATED 1' BEYOND OR LOCATED 1' DEYOND OR ~ ! -~~-re.~ ---·· I·_::~ 1 '' _ •• -rR-:-L8" MIN. I [ "" W<e / ~ --j' MIit covrn 10 " MAX. N~GLE CURO STOP W/ LOCKWING / CLASS 200, HI-MOL 1" PLASTIC----L_ WATERMJ\IN SERVIC[ SADDI.E PIPE, AS APPROVED BY SCWSD; A,ID CORPORA I ION S fOP (SEE EXPANSION L.OOPS MUST GE STANDARD DETAILS W-15 AND HELD FLAT AS POSSIBLE W-20) ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK J' l,IIN COVEii 24 " (IYP) . -, l~ '=-"'"="'"="'..,.,==""'"='9""=-;;:;;;;:;;;;;;=--===-l----=-----,i=C'-1: 3' MIN. COi/ER ANGLE CURB SIOP W/ I.OCKWING CLASS 200, HI--MOL 1" PLASTIC -- PIPE. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE. --WA TERMAIN SERVICE SADULE .AND CORPORATION SlOP (SEE STD. DETAILS W-15 & W-20). ROADWAY WITH DITCHES NOTE: METER OOX SUPPLIED BY DEV[LOPER fX~ CON TRAC I CJR; ME I ER BOX SHALL BE f'ER STAl'!DARD DETAIL:; W-17 ANO W-18 TYPICAL ROADWAY SECTIONS (!j) FOR RESIDENT~~,L SUBDIVISIONS 7 1/3 L ;/ l j ~--SOIL. PIPl (1.ENGTH AS REQUIRED) /i I_ I 10" MAX. ///; 4 1/4" DIA X # 1/8" MIN. THICKNESS ;j NOTES: //, I 1 -1" Mf:TAI. SIOCK (LENGTH AS REQUIRED) !_, 1 /; wee (" u "'"m"™™~ I 1/8" MINIMUM THICKNESS LENGTH AS REQUIRED ro PUT OPERATl,JC NUT TWO (2) FEET FROM SURFACE EXTENSIONS ARE REQUIRED 'I/IIEN fHE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISl-l[IJ GRADE. EXTEHSIONS 1\RE TO Be A MINIMUM OF TWO (2) FEET L.ONG. ONE EXTEr~SION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZE[) AS NOTED, ANO PAINTED WIIH IWO (2) COATS OF eAETAL PAl1'H. w VALVE OPERATING NUT EXTENSION 14 NTS 18"-21" C/\ST IRON-----·---\ VALVE BOX W/ UD 12" TO 18" ~ M/11~1 lvlARKEO "WATER" SERIES 9400 OR AS APPROVED BY DISTR!CT DOUBLE STRI:-]-: r - ELBOWS ' @ }7 ~~ -.. __ L _ _.....- . . l:!.'' GALV. IRON l'IPE \ 1.1A,~Ho1.E RING & covrn,-_/ OLYMPIC FOU,IDARY NO. MH30A 0/T MARKED "W/\TER" w/ ~" SOLID CORE BLOCK ~ co1,1CR[ [[ CLOCKING ---- CON CR[ IE GR.ADE RING (SEF BLOCKING O[TAILS) PLAN CURB 2" SCH 120 PVC PLUG -\ ' 17." TO 13" r; M/\IN 3' -o" -s:1- I I =1'-' 1ltj5 -7"---" 'i 4 CONCRETE-·- GRADE RING 2" GALV. IRON 18" -----------COUPLING MIN. 2" GALV. IRON PIPE, "" --. --- "'--STD. cAs·r IRON VALVE BOX -2" GALV IRON PIPE LENGTH TO SUIT f: (d1Q /-:::~ 2" GAL V IRON PIPE---____/----; <-11 ~JI 111 ~ L2· C1\TE VAIVF ... ~~ DOUOLE STREET ELBOWS W/ 2" SQUA-m:° ;---_,, OPERATING ,JUT 2" T APP!:D CAP- ELEVATION NOTE. < ,o n C °' w > 0 u z 2 I.DCATE BLOW-OIi ASSEMBLY /\S CLOSE AS POSSll3L[ ro ~~/\IN. Ei) 2" BLOWOFF AS~ 1 ~MBL Y-IN PAVING ROMAC 101-S STAINLESS STEEi_ STR1\P SNJOI.F. (IPT) OR EQUAL NOTFS: --, c-CORPORATION STOl0 \ MUELLER 8-20013 (l?T) OR FORD FB500 -WATER srnv1cE I ROI YETHYLEN[ PLAS I IC ~,. END OF PIPL \ P:PE WITH FORD IW 72 STlr r [NER INSERTED IN E·'----!:'i ,~~~O~=ii\lrn1 ~·io_@ =--=---=g.ct- -------. \_ COMPRESSION PACK JOINT, FORIJ C1G-44 (IPT) PACK JOlfH COUPLING CLASS 200 OR MUELLER H-·15454 CLASS 52 (i: DUCTILE IRON WAffR MAIN (i;_ WATER I ',,,_ PLAN ,~~--IWMAC '101-S STAINI.ESS STEEL M/\IH STRAF-1 S1\UULE (IPT) or, EUUA,L ELEVATION INSERT ·1. SERVICE LINE FITTINGS: /\LL FITTINGS SHALL BE CAST F.ROM WATER wor,Ks BRASS cm"OR,vllNG TO C8DO. 2. MUNICIPAL SERVICE PIPE: IROfl PIPF SIZE ID, AS IM 0-2239, SIDR 7, Pl J10S (HI-MOL PLASTIC) WIiii 16 GAUGE TRACER \I/If,[ GD 1" WATER SER~l 1 ~E CONNECTION ./ '/ .. ------· J, \ i~--1 ,~-~J\~t EXIST. A/C-~-Mlf\!IMU1VI -, ,y-~I f :~ ~~ MINIMUM cXIS I. A/C \VATERIJ,AIN WA TERMJ\IN f\JOTE._5; (0 COUPUNG: ASBESTOS--CEMErH (A/C) DY DUCTILE IROf\J (DUCTILE IRmJ, ROlviAC STYLE 501, OR EQUAL). (2) (i) 8 cs, j DUCTILE IRON PIPC:, CL. 52, DiMAETEF~ TO MATCH EXISTING A/C. UACl<YIU_ EXISI-ING A/C AND COUPLING WITH PF.A GRAVEL TO 1' ABOVE PIPE BACKFILL UNDER THt-~ WA ITRL.11,JE WITH CRUSI IED ROCK CCHAf--'ACI C:D TO 95% MOD, OR CONTROLLED DENSITY F:LL (CDF) f-'ER GOV[RNlf\JG ROAD AGENCY R[QUlf~EMENTS. BACKFILL OVER THE TOP OF THE W/1 TERLINE WITH CRUSH[D ROCK COMPACTED TO 95% f,mD, ()f~ CONTFWLL[[) DE}JSI IY FILL (CDF) PEr~ GOVERNING ROAD AGENCY RfQIJIREI-AENTS. BACKFII.I. OVER Ill[ TOP OF THE WAltRLINE WITH ~IA TI\/E MA TERl/\1 .. COMrACTED TO 90% MDD IF LOC1\ TED WITHIN EASEMENT OR UNIMPfW\/ED AREAS. Cr,) A/C DISPOSAL rm CIJRREl,JT WAC ANO PUGEi SOUND AIR POLLUTIOfl cmnROL AGENCY REQUIREMENTS. A/C WATER MAIN REPLACEMENT CD @ SANITARY SEWER CROSSING 12 NTS ,;-...~' < x '"'>:' <( " > \OJ ~-w~ (JJ <( 1" MIN. -2" IIIAX. FROM INSIDE-~~ FRONT WALL OF eAETER BOX I z 50 f u ~~ f::, "JS (TYPICA.L FOf< AU SERVICES) 0 " ,, n COMPRESSION PACK JOINT--------· ADAPTER, MUST BE C/\PABLE OF RECEIVING 3/4" UR 1'' ANGLl ~FOR STANDARD 5/B"x:l/4" MlJFR, USE :5/4" ANGLE STOP W/LOCK Wl~JG, FORD ~JO. KV63 .. 342W OR MUE.LLER H-1'1259 SF.RIES. STOP 1/,/ITJ I NO ADDITlmJAL FITTINGS 1'' 111--MOI_ PI_AS!IC PIPC:, Cl 200 ----- FOR 1" METER, USE 1'' ANGLE STO!J W/LOCK WING, FORD NO. ',<V6.3-442W OR MUELLER H-14259 SEr~IES. SINGLE SERVICE 1_ DO NOT BACKflLL UNTIL ALL BRP,SS FITTINGS HA.Vr:: BEEN INSPECTED RY THF. DISTRICT. 2. 'WATER METER BOXES Sll;\LL BE/, Mlb!IHUM OF 5 ITET FROM POWER VAULTS, HANDHDI . .ES, STRETr LIGHIS A.NO ELECTRIC/I!. SERVICES AND SHALL BE A MINl~l,LJ!vl OF 3 FEET FfWlv1 OTHEF~ WATER MEIERS, SFRVICl::S, FIRE HYDr~ANTS AND BLOWOFF ASSEMDLIES. 3. METER BOX SHAil BE SLIPPUEO BY DE\IELOl'EF OR CONTRACTOfl AND SIIALL BE PER STMJD1\RD DETAILS W-17 ANO W-18. GD TYPICAL SERVICE DETAIL 16 NTS 'Sf' w ~ -' a t:: ~ 0 ::> N 1-: -(0 --, D -J --J '.3! '1 ,, Q> 0 [j 0 " l.,J Q-'. ? Q'. ('J f--o_ ~ ll ii] '1 Q [i'Q Lu D,,: Q '1 a l9 I-z z 0:::: UJ UJ ~ UJ UJ z -l9 l9 <( z z UJ <( ~ UJ ....I ~ 0 z :) <( I- a:: 1-- WU 1---~~ ~~ wo w a:: a:: w Us Cl) w 0 Cl) 0o6 Cl) OAS£ MAP ----- Ct'. w -' w t:: w Ill ::> f- if) --, 0 cc z ,: $ u '< cc Q :t a (J m ~ m :g m 00 " 0 ~ m - CD ci ~ 0 -~ ::lo Ql L! m~ Le e-' VJ u SC SC ~~ 6~ le~ = I-,, "' 00 W ~ ~~ ,~ ·-,-o~ ~" ,W So 5g 0 ' ii:~ " (!J ci Ci' v; '" D -m a->o ~w ~'" i-...:,,:. N~ • I- ::i z 0.. 0 I- (J) 0::: 0 z w I I-(J) >< z w w z C) <( ~ ~ (J) 0:::: w 0) I-CX) ~ 0 I T"" T"" <( => _J " 0 f-~ ll U] 6:_ 2 (J 0 U) 'sJ iii a > CJ II'. CJ ,_ ,,: a ). 0) 0 z: N a 0 ' 'Sf' ~ 0 z OJ 0 -, D 0 " a 0 0 " CL if) if) I-1-z z (J) _J -~ w 0 0 0::: <( 0 z ~ (J) SHEET 5 OF 6 DRAWING WP-5 RECEIVED JAN 2.0 2015 C!TV or-nt1/~'fON PLANNING D1Vl1;t0N ) 1- -i: ) ' .I MID-STATES PLASTIC HOPE METER BOX NO. BC111812BXL CARSON L1D#11184135 MARKED "WATER" HOPE METER BOX NO. BC111812BXL w FOR 5/B"x 3/4" METER 17 NTS W. 1/4 CORNER SEC.5 T22N R5E 10" MIN_ -12" MAX.-- s" & 1" SERVICES (TYP) 1"-2" --- / r- ILOW INLET OUTLET - -----. EQUA L DIST. K(J)l~ --·-- L Ll1Sl. EQUA L_ ~--·-----·-----~ --.. NOTES, 1. THE ANGLESTOPS MUST BE EQUAL OISTf\l'JCE FRm,1 THE LONGITUDINAL SIDES OF THE lvlEfEF~ BOX. THE OUTLET OF Tl-IE ANGl_[STOPS l-./1UST BE BETWEEN 10" ANl) 12" BELOW fllE BOHOM OF THE METER BOX LID. THE ANGLESTOPS MUST BF_ llETWEEN 1" AND 2" FROM THE LATITUDINAL END ff Tl-IE METER GOX /\ND IAUST BE VERTICAL (gu·) TO GROUclD LEVEL. 2. THE ANCLESTOP CONNECTION ON THE CUSTOMER'S SIDE OF IHE tvH::TE1~ MlJST REtvl/\11~ IN A VERTICAL POSITION AFTER Tl IE CONNECTION TO IHE CUSTOl,IER'S LINE HAS ~EEN COMPLETED. 3. THE 1\ETER BOX MUST RD1.!AIN FREE OF FOREIGN MAIERIAI_ SUCH AS cm.JCR[Tf::: & 1rs BY-PRODUCTS. 4. METER BOX SUPPLIED BY DEVELOPER/CmHR/\CTOR. fvlElER BUX SHALL BE PER SI.ANDARD DETAILS W-17 AND W-18. GD METER INSTALLATION 19 NTS FILTER FAORIC (MIRAII 1DOX OR EQUIV. 60" WIDC ROLLS). USE STAPLES OR WIRE RINC TO ATTACH FARRIC TO WIRE (TYP) sum.AP SACKS FIi.LEO w/ PEA GRAVEi.. ( l"YP) 6' f/lAX."* J -·----~~-x4-" WOOD POSTS, STAr~Di\RD OR BETTER GRADE OR EQUAL. @ 6' O.C., ALTERNATE: STEEL FENCE POSTS H POST SPACING MAY BE lhlCREASU) TO 8' IF \/VIRE B/\Cf(ING IS USED FILTER FABRIC FENCE NOTES: 2"x2"x14 GA. WIRE FABRIC Ofl [QUAL (TYP) 0 I "' u I " BURLAP SACKS FILLEU w/- PEA GRAVEL SIDE VIEW --,-~---~----- --------- 1. THE FIL.TER FAE'JRIC Si-lALL BE PURCIIASEO IN A cmrnNUOUS ),(()LL CUT -10 '111[ LENGTH OF THE cl/\RRlrn TO /\VOID USE OF JOINTS. WHEN JOINfS ARE NECESSARY, FILTER CLOfH SHAl.l_ BE SPLICED TOGUHF.:R ONI .. Y AT A SUPfJORT POST, Wl"IH A MIN11v1UM 6-INCH OVERLAP NJD BOTH n-ms SECURELY FASTE.Nrn TO THE r.JOST. 2_ THE FILTrn fAGRIC rCNC[ SilALL BE INSTALLED TO fULLOW THE CONTOURS (WHERE f-"L::ASIOLE). lllE FENCE POSTS SHALL OE SP1\CED A MAXIMW,1 OF 6 FEET APAI~ I NJO DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. 'NHEN STANDARD STRENGlfl l'"ILTER F/\BRIC IS usrn, /\ WIRE MESH SUPPORT FENCE. SIIALL BE F1\STENED SECURf:LY ro THE Ut'SLOPE SIDE or TIIE PO:~TS USING HEAVY--DUTY Wlf\E ST/\PIS:3 AT LEAST 1 1;'JCII LONG, TIE WIRES OR IIOG rnMGS. Tl-IE WIRE SHALL F:XTEMD INTO IHE ·11-l.E.NCH A tv!IN[MUM OF 4 INCHES MIO SHALL NOT EXTEND lvlORF.: Tl IAl'-1 ,)6 ll'iCHES ABOVE ·1HE ORIGINAL GROUND SURF/\Ct_. 4. IIIE srANDARD STREl~GTH FILTER FABRIC Sll/\l.l. BE STAPLElJ or~ WllffJ) TO THE FEHCE, AMO 20 INCI-IES OF Tl-IE FABRIC SHAIJ. FJE EXTUJDED INTO THE !RENCH. THE FABRIC SHALL NU r EXTEND MORE THAH 30 IMCHES ABOVE THE ORIGIN.AL GROW~D SURFACE. FILltR FABRIC SHALL r-.iur BE STAPLED TO EXISl"iNG '11\[[S. 5. WHEN EXTRA-STRF:NGIH Fll_rrn FAl3illC AND CLOSER POST SPACING /\RE usrn, THE WIRE MESH SUPPOf~I FENCE MAY BE El..ltvlll'l/\TEO. IN SLJCII A CASE, THF: FILIER FABRIC IS STAPLED OR '0iiRED DIRECTL.Y TO Tfl[ POSTS WITH ALL OTHER PROVISIONS rn-· STANDAFW NOff S APPLYING 6. FILTrn FABRIC FENCES SflALL BE RF.MOVED WHEN THEY H/\VE su~vrn rl-lEIR l?JEFUL PUl{POS[, OU I NOT 8ffURE filE UPSL.OPE AREA HAS BEEN PERMANENTI_Y STABILIZED. 7. FILTER FABRIC FENCES SHALL BE INSPF:CTED IMMEDl/\11::LY AFTEf"< t:ACH RAINFALL Ar~D A.I LEASI' lJAILY DURING PROLONGEU W\INFALL MJY REQUIRED Rl:T'AIRS S!IALL 8E MAlJE llv1MElJIAH]_Y. FILTER FABRIC FENCE NTS SUBGRAO[ 95% co:,PACTON i ' PiT RUN 3'' MINUS CRUSHED ROCK \ J r----· i--~---- ---------j ~ 1/2' NATIV[ MA TERI/\L IF APPROVED BY DIS fRICT AND RIGI-IT --OF-WAY ACFMCY CONS I RUCTION REPRErHTATIVE PIT RUt~ 3" MINUS '°' ~",c"~ ---1---c-~-/-f!_~t-f 1;o}K 17" MIN. 90% COMPACTION , 1--~---+-- 1------+--D SAl'JD-SOIL El'-JGINEER APPROVAL & COMPACTION TfST R[QUIR[D PcA GRAVEL 5/8" MINUS CRUSHED 6" MIN l__ ____ )---- \ I 2"' --4'' ROCK OR SOILS ENGINEERING-·-·--·-·c-90% COMPACTION OTI-IER ~1ATERIAL OUAIL NEEDED LISTED ABOVE ------} ______ ~ NOTES: c- TRENCH WIDTHS r-----·· ··-, BEDOIJ·JG--IN RIGHT OF WAY, DRIVEWA,Y P/\Rl<INC: LOTS, PAVrn AREAS, AflU NON- PA vrn A.Rli',S. NOMINJ\L Plf'E MINIMUM MINIMUM IIAXIMUM DIAl,llTrn EARTH ROCK 2. BEDDING FOi! RIGID PIPE-NA-11\/E MATERIAL UNLESS JUDGED UflSUIIABLL BY Ii-I[ DISTRICT ANO RIGHT-OF-WAY AGENCY C0f1STRUCTION REPRESENTATIVE. j_ TRENCH BACl<FILL. BEDDlflG AND MATERIAi TO CONFORM TO RIGHT-Of-WA,Y AGENCY SPECIFICA IIOf-lS /\ND 01•;m1CT ST/\NOARUS. i-----------, -----~----t----- 2 18 24 36 t--··--·-------------1----1---- j 18 24 36 -- 4 18 24 36 6 21 24 36 8 24 24 36 1----------------------t------+-----1 12 28 28 40 (IH INCHES) TYPICAL TRENCH DETAIL NTS -------------~---- "Sf" LU 0:: LU ~ ....) ....) 0 I= LU I= ~ LU 0 ::::, Ill ::::, ~ 1-: 1-: (0 -, (/) -, Cj a--" $! CZ ?' a 9: c; C, 0 z ~ y l,J er: () lr" (j u I--Q_ f O.: Ci CZ '" " Q_ Q:Q C, Q :c a " lL " a [) u m ~ l9 m ~ I-~ " m z ro QJ z g () ~ to _, 0::: UJ [, ci t-C UJ ~ ;;;,s VJ mO (J UJ NU UJ ~ -z m ,s ~~ -l9 3_~ l9 <l'. c~ !! I= z z ,§ ~ s@, y_ UJ <l'. ro ~ rl I= <n ~ 2o () UJ ':it::; --' ~ --le ....I -· vi I= 0 ~~ w .2 ~ 0 z ~N :::) -m ~ <l'. " @ I-~"' ~~ • '" --' <( CJ VJ I- 0::: I-::5 WU z 0.. I-_ 0 I- ~g: (/) 0::: z 0 w I ~~ I-(/) >< z wo w w w 0::: z C) 0::: w <i:: ~ Us ~ (/) 0::: w (J) U)w I-co QU) ~ 0 I 0~ ..... ..... <i:: U) :::i ....J BASE MAP Q z N 0 0 ' "Sf" ~ () z Q] Q -, () (j 2'.: IL () (j z lL (fJ (fJ f-f-zz N f'...: c2 ,, 0 CJ J: > (J) ....J ~ w 0 0 0::: <i:: 0 z ~ (/) SHEET 6 01 6 i---------·-··------ UFIA WING WP-6 RECEIVED JAN 2,Q 2015 CliV Of RENrOl\l PLANNING DIVISION