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Home My WebLink AboutzR-4051SetQ) J Q) D o a� PUGET S 21ST o 525 ST o N 0 w w f� 0 Za r NO D > r- � SE SE w U) W 31 ST �'o Q ST SE 170TH ST U) 0 SITE SE 176TH ST w N GPI j PRR RD SE Q S 00 0 VICINITY MAP NOT TO SCALE BOUNDARY NOTE THE LEGAL DESCRIPTION CALLS FOR THE NORTH LINE OF THE SUBJECT PROPERTY TO BE THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29. THE SOUTH LINE OF THE PLAT OF THRESHOLD 1 ADJOINING THIS LINE IS CALLED FOR AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. HOLDING THE NORTH LINE OF THE SUBJECT PROPERTY AS THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29 CAUSES AN OVERLAP OF UP TO 59t FEET OF THE SUBJECT PROPERTY WITH THE PLAT OF THRESHOLD 1. RECORDED SURVEYS UNDER RECORDING NO. 8011069005 (FOR SUBJECT PARCEL) AND RECORDING NO. 8104229004 BOTH HELD THE LINE AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. THIS SURVEY IS HOLDING THE SAME. NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W. M. CITY OF RENTON, STATE OF WASHINGTON TAX PARCEL REFERENCES 292305-9026 RECORD OF SURVEY, REC. NO. 20130508900002 RECORD OF SURVEY, REC. NO. 8011069005 HORIZONTAL DATUM RECORD OF SURVEY, REC. NO. 8104229004 NAD 83/91 PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12 BASIS OF BEARINGS HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79 N89'16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5 INSTRUMENTATION VERTICAL DATUM INSTRUMENT USED: 5 SECOND TOTAL STATION. NAVD 88 FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. BENCHMARK CITY OF RENTON CONTROL MONUMENT #1863 TOP OF MONUMENT IN CASE AT EAST QUARTER CORNER OF SECTION 29-23-5 ELEVATION = 459.08 FEET LEGAL DESCRIPTION THE WEST 254 FEET OF THE NORTH 81 FEET OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 42 FEET THEREOF. SDCB (SOLID LID) RIM=424.21 50' IE 12" CMP (N)=420.81 IE 12" CPP (E)=420.91 N IE 12" CMP (S)=420.71 I SDCB RIM=423.99 SSMH N IE 12" CPP (W)=421.59 RIM=424.95 SDCB SDCB IE 8" PVC (N)=412.55......'.'.'.... RIM=422.36 RIM=421.08 IE 8" PVC (S)=412.35 :•:•:•:•:•:•:•: IE 12" CPP (E)=414.01 IE 12" CPP (NE)=415.33 IE 12" CPP (W)=413.61 IE 12 CPP (E)=415.23 SDCB •••••......... • TRANSITION TO IE 12" CPP (S)=(CAN'T SEE PIPE) HERON GLEN CONDOMINIUM IE 12" CPP (S)=418.08 RIM=423.69•:•:•:•:•:•:•:•:•:•:•I•:•:•:•:•:•:.:..." so ROLLED CURB TO VOL. 119, PGS. 77-79 IE 12" CPP (W)=415.08 IE 12" CMP (N)=419.94 • • • • • • • • • • • • • • • SOUTH AND EAST SDCB IE 12" CMP (S)=419.89 - 1 RIM=421.64 VOL. 121, PGS. 99-101 IE 12" CPP (N)=419.74 SSMH s ... ...RIM=422.23 �.'.'.'.a SDCB :.N:.:.:.:.:.'.:.:........... IE 8" PVC (N)=412.53 s IE 8" PVC (E)=412.38 RIM=420.41 s ...............�� '.. � IE 8" PVC (W)=412.23 IE 12" CPP (N)=418.16 ..........'.� .. .......... ...... ....... .......... ....M .......... .... ........ s..........................�........ s 1.. s , CONCRETE` S1 EWALK s - SSMH ............... ... :...... s D RIM=423.36 �.'S'. 5.'. ......... ....... .. .. ................. .. ...... .. .... .... ... ... ........... ........�................. ........ ...................... ..... ' .. ... ...ASP•HAL•T•ROADWAY........................ .... IE 8" PVC (N)=411.66 ......... ........... :.o:." :..... / ...�' ..... ...................SF'.':1.7 -T :STREE.T'•'::':'.'.'.'.'. ......... .......... .... ... ' '.' D..'.'.'.'.'.'.'.'.'....' ........ ......... ......... . . IE 8" PVC (S)=411.56 s o ... .... ?2. 8.0..WIDE .EASEM.ENT'..........''...'.'.............................. ........ . N �.'.'.'.'.'.'.'.'.'.'. :.......:.:..... ✓..................................................'.' ............ . o......................................... ...... ........ IE 8" PVC (W)-411.66 s 25•,MPW, .. , , .. „ .. , , .. , , , • FOR�•ROAD•WAY• . . 4''.... .. �.. �........... /..'.'.' ' '.'.NQ'.Oh�L'ET'. �.. REC. N0. 4&30148 &..... . IE 8" PVC (NW)=411.76'.'.'.'.'o.'.'.'.'.'.....o.........'.. N. SIGN..........'.'.'.'.'.'.'.'.' ........................ :.'.'.'.'.'.'.'.'.' �...... S GN.......... .......... 884562.... ... . .'. ..5�.•.... .'S. ...... .5...... S.N. .. 5.......5. .. S ....5:'.'"S':'.-�"�-S .': '""'.'.'�-"'.S'.'...S .. ...... �..................--..........,................................................................................. ...... SDMH a ............. N89'S'Q2"E 212:1.1�.. RIM=422.78 s . W R....'....'. .. o ... I / T EH IE 12" CPP (N)=418.98 vp SDCB IE 12" CPP (E)=413.28 ......V) ... .. RIM=419.83 IE 12" CPP (S)=413.48 I ... ... 1: IE 18" CMP (N)=417.73 E s ....... ...... •I• .. ... ` 16' s .. IE 8" CMP (E)=418.38 } ... I p.RIV�WAY..... c I I SSMH .� IE 18" CMP (S)=417.33 o .. ............ 0 •, w RIM=422.72 s �:.'.'.'..'.'.'.' '.'.' _ I IE 8' PVC (N)=411.92 ' .... ......'.' oo BR.I_Ck.:.' ao 0„ I o �. ... . .... IE 8" PVC (E)=411.92 d ...'.' w s s s i o w I �.... Li IE 8" PVC (S)=411.72 s3 N •'.'.. • TAX PARCEL IE 8" CMP=418.92 I N 16�292305-9026 LEGEND SDCB .10 0 HOUSE o ..... ....'.'.'...'.'.'.' z s I z RIM=422.03 Q (V ::•:•:•; I FFE=423.43 N I (M) MEASURED IE 12" CPP (W)=419.43 �• •�, , , , , 1 GARAGE N IE 18" CMP=417.55 0 2" ....'�•'.'... N FFE=422.39 C.O.R. CITY OF RENTON X .W ..N...... • • • . 2 (R1) REFERENCE RECORD OF SURVEY, O W b J s. s a DEC, N89'S3 02 E 212.11 REC. NO. 20130508900002 �- 20 FEE FINISHED FLOOR ELEVATION o...'.'.' s rxL� I m. z.'.'.'.'.� ....' SHED n y. CONCRETE 14" 9 WCR WHEEL CHAIR RAMP 10' WIDE SANITARY SEWER .I. < Q WALL 8 EASEMENTS, REC. NOS. ` > o_ M WATER VALVE RIGHT TURN 7809190170 & 7810180107 o NO OUTLET EASEMENT TO OWNER OF 10 FIRE HYDRANT (EASEMENTS WERE CREATED �20,.. • . o SIGN \ TAX PARCEL 292305-9026 PRIOR TO 12' RIGHT OF WAY . • • °0 "FOR PURPOSES DEEMED ® WATER METER CONVEYANCE) -6D•:: w TAX PARCEL I TAX PARCEL IN 292305-9028 APPROPRIATE" BY 292305-9144 OWNER OF TAX PARCEL �S SEWER MANHOLE 292305-9028 .'.' �'.'.' '.'•'•C'.'•'•'• o REC. NO. 20161207002134 @❑ STORM MANHOLE SDCB z NORTH LINE 7' SOUTH 15T RIM=419.55 SW 1/4, NW 1/4, SE 1/4 El CATCH BASIN IE 12" CPP (W)=416.90 429 -y SEC. 29-23-5 o MAILBOX ® JUNCTION BOX N89'48'54"W I � TELEPHONE MANHOLE T TELEPHONE RISER 30' dSIGN POST - sD So STORM LINE - S -SEWER LINE © ELECTRIC METER I UTILITY POLE COTTONWOOD TREE PINE TREE REDWOOD TREE MAPLE TREE AMES Encompass �F WAS�I��J� TREE (DECIDUOUS) �� ASPHALT ENGINEERING & SURVEYING 4 REVISED PER CITY COMMENTS s.: CONCRETE Western Washington Division / 3 REVISED PER CITY COMMENTS 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 38285 �� 2 REVISED PER CITY COMMENTS Eastern Washington Division �� ISTER SSIONAL� 1 REVISED PER CITY COMMENTS 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (S09) 674-7419 W J 12/26/15 NO. REVISION O z 0 5 10 20 30 SCALE 1 " = 30' NORTH LINE OF UTH 36' N01 /2, NW 1/4, SE 1/4 SEC. 29-23-5 SD SD SD SD LJ ❑ S S S S N SSMH RIM=422.81 IE 10" PVC (N)=413.61 IE 10" PVC (E)=413.31 IE 10" PVC (S)=413.61 IE 10" PVC (W)=413.11 SHEET INDEX: 1328.98' FOUND BRASS TACK IN LEAD IN CONCRETE PAVEMENT (11/15/17) o cI*' N89'53'02"E 1328.15' 254' 42.0' 81' (0 v (O LO N 34j Z LO Z � � Q 0* N W w N89'30'50"W 1327.47' m O N (D z if N C.O.R. #1866 FOUND 2" BRASS DISK IN CASED CONCRETE MONUMENT (11 /15/17) 2 1326.54' 32 INFORMATION NOTES: SE 168TH STREET N89'16'57"E 2657.97' (M) 2657.96' (R1) 1328.98' 00 0 LO (O Iz w O - 28 C.O.R. #1863 FOUND BRASS PIN IN CASED CONCRETE MONUMENT (11 /15/17) 0 O M 0: W (a CID o ofo FOUND BRASS TACK IN M z CASED CONCRETE 1326.54' 29 28 MONUMENT 11 15 17 N88'1 8I 28b W 2653. 08l M 2652. 88 ( R1 V 32 33 SE 176TH STREET SE 1/4 SEC. 29. TWP. 23 N., RNG. 5 E., W.M. SCALE: 1" = 200' OWNER: JDL PROPERTIES, LLC 705 214TH AVENUE SE SAMMAMISH, WA 98074 (206) 465-9678 ENGINEER/SURVEYOR: ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 GEOTECHNICAL ENGINEER: GEOSPECTRUM CONSULTANTS INC. P.O. BOX 276 ISSAQUAH, WA 98027 (425) 391-4228 ARBORIST: AMERICAN FORESTRY MANAGEMENT 11415 NE 128th ST., SUITE 110 KIRKLAND, WA 98034 (425) 820-3420 LANDSCAPE: LANE & ASSOCIATES 13802 26th AVE. NW TULALIP, WA 98271 (425) 885-2319 PROJECT SITE ADDRESS: 10801 SE 170TH ST RENTON, WA 98055 PROPERTY AREA: 13,072 S.F. (0.52 AC.) TAX PARCEL NO. 292305-9026 TITLE COVER SHEET & HORIZONTAL CONTROL PLAN BOUNDARY & TOPOGRAPHIC SURVEY TESC & TREE REMOVAL PLAN TESC DETAILS GRADING, UTILITY & SITE PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS LANDSCAPE PLAN LANDSCAPE PLAN SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 CJM 4.5.19 CJA DESIGNED1 "=30' HORIZONTAL: NAD 1983/1991 : DRD 12.28.18 CJA DRD DRAWN: DRD 11.13.18 CJA DRD ONE INCH DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE TJR IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CJA SHEET# 1 2 3 4 5 6 7 8 LA-1 LA-2 CITY OF RENTON Planning/Building/Public Works Dept LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (LD) ZONING: RESIDENTIAL (R-14) PROPOSED USE: MULTI -FAMILY RESIDENTIAL ZONING: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT #403 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS: PSE TELEPHONE: QWEST R-405101 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® SURFACE WATER UTILITY swarlick 04/24/2019 jfarah 04/25/2019 ' REGIONAL FIRE AUTHORITY APPROVED cthomas 04/24/2019 11, 9Fwv� DATE: JDL DUPLEX 04105119 FIELDBOOK: N/^ PAGE: 'AV 1A COVER SHEET & HORIZONTAL CONTROL PLAN 17707 SHEET: OF: 1 8 �■ L0 W J NW 1 /4 OF SE 1 /4 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON GENERAL PLANTING DETAIL AND NOTES n A PI TF^ W fi i1 U PLANT SCHEDULE PLANT SCHEDULE BOTANICAL NAME COMMON NAME TREES Cercidiphyllum japonicum Pinus contorta SHRUBS QTY SIZE COMMENTS Katsua Tree 5 2" cal. Well Branched / Matching Shore Pine 6 6' Well Branched / Matching/ Native Erica d. 'Mediterranean Pink' Mediterranean Pink Heath 33 1 gal Full / Compact /Drought tolerant ® Cistus x purpureus Purple Rock Rose 20 2 gal Full / Compact /Drought tolerant OPolystichum munitum Sword Fern 30 2 gal Full / Compact / Native 00 Arbutus unedo Strawberry Tree 12 5 gal Full / Compact /Drought tolerant C Berberis t. 'Crimson Pygmy' Crimsom Pygmy Barberry 27 2 gal Full / Compact GROUNDCOVERS Arctostaphylos uva ursi LAWN Kinnickinnick 725 4"pots Full / Compact / Plant 24" on center/ Drought talerant LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1—800-424-5555) 3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON —CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1 /1 OTH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER. 8. NEW BED AND HYDROSEED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH "CEDARGROVE" COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI—MULCH. 10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL —BRANCHED, WELL— PROPORTIONED, AND HAVE A VIGOROUS, WELL —DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL —FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. CONTRACTOR TO PROVIDE A ONE—YEAR WARRANTY ON ALL PLANT MATERIAL. Lane & Associates Landscape Architecture IRRIGATION ASSESSMENT: A PERMANATE IRRIGATION SYSTEM IS NOT REQUIRED FOR THIS LANDSCAPE DUE TO THE USE OF PRIMARILY NATIVE AND DROUGHT TOLERANT SPECIES. A TEMPORARY SYSTEM IS RECOMMENDED FOR ONE YEAR. �x STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 13802 26TH AVENUE NW TULALIP, WA 98271 (425) 885_2319 BRUCE CAMERON LANE CERTIFICATE No. 375 3. Revised per new site plan / city comments BCL 1-2-19 2. Revised per new site plan received BCL 11-13-18 1. Revised per new site plan / city comments BCL 9-4-18 NO. REVISION BY DATE 2" MAX: SPECIFIED TREE STAKE(S) INSTALL 'TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. � xo PLANT TREE 1"-2" HIGHER — a � THAN IN NURSERY WATERING BASIN � STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) 18% 48" ROOT GUARD ADJACENT TO CURBS AND SIDEWALK —18" x 48" ROOT GUARD ADJACENT SPECIFIED PLANTING SOIL TO CURBS AND SIDEWALK UNDISTURBED GROUND / AA SCARIFY PLANTING PIT ' // - / SIDES AND BOTTOM 12" MIN. FOR WOOD ,�� / / 6" DEEP, FIRM, NATIVE STAKES & 18 FOR REBAR T SOIL MOUND 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. STREET TREE PLANTING & STAKING DETAIL NOT TO SCALE STAPLE TREE /REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE i SPECIFIED TREE STAKE(S) wt/--WITH REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN FINISH GRADE2" SETTLED DEPTH SPECIFIED MULCH SPECIFIED AMENDED BACKFILL i FERTILIZER TABLETS 18" MIN. �i, SCARIFY PIT SIDES AND BOTTOM ��\�j �A�� A 2x ROOTBALL WIDTH FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL NOT TO SCALE PRUNE DISEASED AND o BROKEN BRANCHES PLANT 1" HIGHER THAN REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH �.s IN NURSERY �� , . FERTILIZER TABLETS/SPECS FINISH GRADESPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY �V A �A�V A AAA FIRM NATIVE SOIL MOUND 2x BOOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE PR 18000280 B 18003060—V3 APPROVED FOR CONSTRUCTION -QWhPZpT i&RRO S AND OMISSIONS ` W z APPROVED 04/24/2019 jding w BY: DATE: Q CA BY: DATE: W Er BY: DATE: J_ BY: DATE: U_ SURVEYED: SCALE: er _ r » — 0 —O HOR VERTICAL: NAD 19NAVD 1988 1 o CITY OF RENT 0 N JDL MULTI —FAMILY RESIDENCE DATE: 4 � 4 8 � 1 ~ J DESIGNED: FIELDBOOK: PAGE: DRAWN: LUAXX—XXXXX DRAWING NO: 2 O 1 g ONE INCH Works Dept. LANDSCAPE PLAN /� Q CHECKED: AT FULL SCALEPlanning/Building/Public1 IF NOT ONE INCH APPROVED: SHEET: OF: L-2 2 AP P R SCALE ACCORDINGLY 7 NW 1 /4 OF SE 1 /4 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON TO BE °. a' a ° — — ° � d ° °. s a ; °. a. ABANDON d . a PIP'EZT04. EMOVE.D�jI s ° A T11L a m ° I a ° a A ° 4. I I I 3 59 ° a Q r d Q 4. ° °. / d Q a 17 °. . j d. d I° SD SD SD SD — SD I SD — SD — SD _SD SD _SD W U Z W y y I I 59 �V i 3 /59� w 59 — W — W — W — W — W W— W — W — W — W — W — W — W ��T� — W — Wi �W + W i— W— W W W W W— Q y W W I W W W W W— I W I W W— W — W W— W Q I ti y — W� W— W — W — W — \ �/I —W W —W �W —WI —W W/59 W _ W — W _ yi — W W— W — W � �22 I II a SL 170TH STREET W A y 59 y I 59 3 6. 0 I I y /I y y � 5ID 3 �SS� i NEW CONC. SIDEWALK i i0 �59 y I (SEE O.R. STD. y Q _ I LS 5 S �� S S S S _S S —S S S S S S S J L Iv ��S S S S S —S S S S S S 'S'.—'S'.—S S I—S S S —S S S J 59/53, I N 89 ° 2"E 212 . . . . . . . � . . . . . . . . . . . . . . . . . . . Lit. \7T. . . . . . . I PLANTER STRIP WCR \ : 'a . . . . . . . . a . . . . . . . . . . . . a ' TGN"�IV . . . . I . . . .Z J a I 4° I PLANTINGS / SEE PLANT SCHEDULE Q 3 ° d° d ° ° — a a — — �. — a� — Q a -- — a I ON SHEET L-2 a. , .. I A y .. ... 0 0 I PROPOSED 3 © . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . O O °° I PLANTINGS / SEE — SD SD SD O 1 � , I � I i PLANT SCHEDULE ON SHEET L-2 3 ° 0 ® . Q ° -z - - 1 0' 0 I 3 d 4 °o °o o O® 9 a� °° °° 1 ° 0 I I I y a° a _ ° I R.O.W. /PROPERTY 3 ° I LINE s �_ ° ° C °° S ° d ° S _— i i� �I� La 10' STREET FRONTAGE w W �� °s. �� I LANDSCAPE ® ti a N L ° ° BRICK BRICK I I� SIDEWALJKa 0� �� EXISTING XISTING C.O.R. ST o ® . . . . . a GARAGE GARAGE I� 10 =� z �Mr�®NoPENI sPacE �i TAX PARCEL 1626 SY . 292305-90 A sW w y ° ® Y 4 HOUSE = FFE 423.43 I� N � �6� I �i 3,323 S.F. I ° a ° GARAGE FFE= 422.39 AVEL _ y 1,733 S.F. i DRIVEWAY d- a 3 � � y �CO M M O �PVv S PACE �I I co © �2�S.F. 3 LO ti G m m . . . . . ° m m w m I N m m w y m m m w 3 ' m w w m w w w m PRIVATE YARD � PRI �' � PROPERTY LINE ° �- 4 i I a N a I `�� N89°53 02 E 212.11 _ ° A 3 ° © � y o X � � PRIVATE YARD PRIVATE YA D S.F. � � � © � � � � �. �, � � �. � 406 S.F. 507 z W 419 y 423 I 10' STREET FRONTAGE LANDSCAPE BUILDER GRADE PICNIC TABLE BUILDER GRADE PICNIC TABLE LANDSCAPE PLAN PR 18000280 B 18003060-V3 SCALE: 1 "=10'-0" APPROVED FOR CONSTRUCTION kWi iviijQ4NERR RS AND OMISSIONS 0 10 20 40' (D APPROVED 04/24/2019 jding BY: DATE: BY: DATE: BY: DATE: 4d�b� BY: DATE: L(� ane & Associates Landscape Architecture p � � � "w" f J-101, ��i Cf C� SURVEYED: SURVEYED p p / y DESIGNED: 3. Revised per new site Ian city comments BCL-�-1s DESIGNED SCALE: „ , „ =1O —O HORIZONTAL: TAVERTICAL: NAD 1983/1991 ° VR � T � � � R E T O DATE: 4/4/1 �3 JDL MULTI -FAMILY RESIDENCE FIELDeooK: DRAWN:J N N PAGE: _ 2. Revised per new site plan received BCL 11-13-18 DRAWN ONE INCH ' LUAXX-XXXXX DRAWING NO: 13802 26TH AVENUE NW TULALIP WA 98271 (425) 885-2319 -I 1. Revised per new site plan / city comments BCL 9-4-18 CHECKED: CHECKED AT FULL SCALE IF NOT CO INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. PLAN LANDSCAPE 1 9201 8 ,.Lr NO. REVISION BY DATE AP P R APPROVED: APPROVED SHEEP: OF: L' � 2 XF A .. TF n i J J Q NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RING. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON .. I 0 A 7 0 Envelope ID: SEECF5BG-BD2 4E4A-B43B-A317AA638878 CONFIGURATION ON$LOPING GROUND - - - - - - - - - - - r U04UNSPOUT NINTH CLEANOUT FIL PER, SEE DETAIL I f CLEAN OUT PFR STD_ PLAN 226.00 t6' MIN. LEVEL TRENCH WITH ,. P€RFORATEO PIPE, WE NDTE 1 5' - MIN. E ILdIH.� � - a OUUPILLRR CLEP+NLAN $70, PLAN 1'i6.00 TA. --- --- 11 ...,. W rD STORAIORAIN SYSTEM _,--.-_--_----I 1 _ L I- - FbDTNIi DRAIN BYPASS I 5' MIN, S' MIN, amour PER I - 510. PLAN 226.00 I I TO STORM DRAIN SYSTEM 1 1 DOWNSPOUT WITHCLEAHOUT 1O'ALIN. LEVEL TRENCHWITH V' FILTER SEE DETAIL ' I PERFORATED PIPE E NOTE 1 E 5E .SE � - - - - .--. ,-. .--. - -.- - _. - - .-.- - .--. - _ .--. - - J CORNOURATIQH ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED T OMk OR OTHER C LEAN Ft L N[xN-WO VEN 0 E07EXTIL E FOR SEPARAT IONC MfN. PVC ON TOP ANC SIDES OF TRENCH PER WSDOT 111 PERFORATED PIPE SPECIFICATION& SECTION 4 33.2I11 TABLE 3 PER ASTM 01705 e LEAVES( (EAVES u o .r4 FILTER SCREEN IV LNM. r 110-3A1' WASHED bRANN ROC F r 7-5 TO GROUND MIN. UNDISTURBEDNATnrESO, TYPICAL DOWNSPOUT MIY.I'ABOVESEASON&HIGH FILTER DETAIL GROUNDWATER TABLE SECTION A NOTES. 1. TRENCHN LENC)TH TORE 14 FEET IN LENGTH F6R EVERY 5,OSP 5F OF C4INTRIBUTINN3 II4PERVR]US SilRFAC'E, OR 95,OL7P S£ OF NON-NATNIT. PERVIOU8 MRFAGF, OR PORTION THEREOF. GENERAL NOTES! 1. IN FILT RATION TRENCHES LIMIT ED TD ROOF RUNOFF FIR OM SING LE•F AM ILY OR OU FLEX HOMES OR TO CONTROL BASEMENT FLOGGING CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM ILRC) FOR OTHER IYRLB OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LARGER THAN 10-CODSF AN D 14ON6[#ATIAIE PERVIOU S AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3. THE P ERFORATE D PIPE MAY NOT BE PLACED IN A CRITrALAREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4_ SEE C ON S TRUCTI ON PLANS FOR SPECIFIC DROJECTREC]LIIREmam. IJNLE55 DTHERWI9t NW EU, ORAWIhii IS NO TO 5CALE INI5i STET. PLAN - 253.40 fiRlPUBLIC WORKS PERFORATED STUB -OUT DEPARTMENT CONNECTION GAZ 9/28/2018 1 vanvr GATE :45 AN DocuS4n Envelope ID: 6EECF566-6624.-4E4A-S436-A317AA63o878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS ALISTING OF GENN€RAL NOT£5 THAT SHALL BE IMOORPORAT ED IN THE DRAINAGE RLAN SET ALL I- 7KF- 40T ES ON THE LIST WAY NOT PF RTAN 10 EVERY PR931(M THE APPLICANT OR OWNER. HEREBY REFERRED 70 AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HMV£VER, THE APLICANI SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FGIA SPELT P G ASPECTS, THEY SHALL BE ADDEO AFTER THE SUTFAOE WATER STANDARD PLAN NOTES. 1, BEFORE ANY CONSTRUCTION OR DEVELOPMENT AtrIVITY OCCURS, A Prit-C ONSTRUC710N LIE ETI NG SHAi L BE HELD AMONG THE QTY OF RENTON, HEREBY R EFER RED TO AS THE CITY. THE APF L IC AN T. A NO THE APPL (CANTS OON7RA_- TOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURWQ ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION- S- ALL STORM DRAINAGE IMPRCNEMEN I & SHALL BE DESIGNED AND CONS RU41 TFD I N ACCORDANCE WITH THE LATEST FCHI ION OF THE G37Y M RENT04 SL.RPACE WAFER DESIGN MANUAL III ENTON MDM), RENTON MUNICIPAL CODE IRMCI,AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL GONSTRUCTIOH PREPARED BY VISDOT AND THE AMERICAH PUBLJC WORKS ASSOCIATION [APWAL IT SMALL B1= THE SOLE AESPONSI R LITY OF TKE APPLICANT TO CORRECT ANY ERROR. OMI551ON OR VARIATRJN FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO AUDITIONA- COST- TO T HE CI T Y- 4. APPROVAL DF FHE ROAD. GRADING, PARKING, 0LIMING. AND OR MN ADE PLAN DOES NOT CONSTITUTE A APPROVAL OF ANY OTHER CC t4TRLIC.noN (E C.. WATER SEINER. GAS- ELECTRICAL- ETC-). PLANS FOR STRUCTURES SUCH AS BRIGGES• VAULTS. AND RETAINING WALLS REOU IRE A SEPARATE REVIEW AND APPROVAL BY THE CRY PRIOR TO CON STR UCT ION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCD RDING TO THE APPROVED PLANS- ANY DEVIATION FROM IRE APPROVED PLANS WILL REODIRE COORDINATK3N FOLLOWED 9V WRITTEN FPP ROVAL FROM TH E PITY 5_ A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHE REV ER CONSTRUCTION IS IN PROGRESS. B_ T N F k T HE LOCATIO S b ALL E IS ING UTILITIES Si10'NHN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OR PAINED FROM AVAILABLE RECORDS AHD SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESP ONG ISILI TY OF THE APPLICANT AND THE APPL CANT'S C ONT RACTOR TO INDEF END ENTLY VE RI FY T HE ACCURACY OF ALL U TILITY LOCATI ON S SHOWWN. AND TO FURTHER D4SCCV ER AND AVOID ANY OTHER UT L U IES NOT SHOWN HEREON THAT MAY BE AF FEC I ED BY THE AMPLE MEN rATI ON OF THIS PLAIN. THE APPLICANT SHALL RECOINO OH THE Jl5-9UL F DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPRO40 PLANS THE FPPLICAJNT SHALL IMMEDIATE LY NOTIFY THE ENGINEER OF FECORD If A CONFLICT EXISTS 7. VERTICAL DATUM S14ALL BE NAVD 80 ALN-DHOR1204TAL DATUM SHALL BE NAO 93(WA STATE PLANE, IW7RTHI,l1Nl•ESBDTHERWISE APPROVED BY THE CITY, REFERENCE BENCHMARK, DATUM. AND E L NA71ONS SHALL W NOTED ON P_EPLANS 6. ALL UTILITY TRENCH SACY.FILL A4%M ROADWAY SM&CRADE SHALL BE COUP ACTED TO OJT% MAXUALMA DRY DENSITY PER SECTION 2.03.3I1410 • COMPACTION AND MOISTURE CONTNRM TESTS OF THE W51JOT 5 TAN DAIt* SPECIF K;A I PON$. IN PEFIN EABUE PAVEAILINT AND 0 THEN. IN F ILTRATION AREAS, ALL TRENCH BACK -ILL SHALL BE FIRM AND U HYW"N0 BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 02% OF MAMiAMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR S70RM DRAINAGE WORK 18 NOT ALLOWED UNLESS SPECIFICALLY -APPROVED BY FHE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPER OUT SMALL BE RESTORED IN ACCORDANCE WITH THE CI i Y TRENCH RE$I ORATION STANDARDS- 10. ALL POPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND BRA DE PRIOR TO THINE START OF CONSTRUCTION. WHE RE SHOWN ON THE PLAN S OR WHERE DIRECTED BY 111E CITY, THE EXISI ANC; MANHCLES, CATCH 9AStNS, OR INLETS SHALL BE ADJLSTE0 TO THE QRADE AS STAKF.0 11. ALL FLOW CONTROL FACILITIES SHALL BE INS rALLED AND IN OF BRAT IO N F RI OR 70, OR IN CONJUNCTION 07 N. AN Y CON STRUCTION ACTIVITY UNLESS CWHIERWISE APPROVED BY THE CITY- 17. ALL PIPE AND APPl1RTF.NANCES SHALL BE LAID ON A PROPERLY PREPARED FOU NDAIKTN IN ACCOHI)ANCH W 11 H 1TIE CURRENT STATE OF WASHINGTON STANDARD 5 PECIF I CATKIN FOR ROAD ANO BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF 1 HP I RkWrH BOTTOM OR THE TOP OF T HF FOUND At ION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDI NG MATERIAL 70 UNIFORM GRAD£ SO THAT THE ENTIRE LE MOTH OF IHe PIPIE ,IVILL BE 5UPPORFED ON A UNIT VRMLY DENSE. UNYIELDING BASE ALL PIPE RED DING AND MCHFILL SHALL BE AG SHOWN ON THE OTY STANDARD PLAN 220.09, 220.10. AND 220.20. 13_ STEEL PIPE SMALL BE ALL:MINQ EO OR GALV FH£ED WITH AS TREAT T 2 A H ATM 1, , OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AHD MANHOLES SHALL BE FITTE D WITH DUC7ILE LRDN. 80LT-LOCKIN0 LIDS PER THE CITY STANDARD PLAN 204.10, 204-20. 204.3E-AND 204 60. STRUCIURE5 SHALL HAVE' • RECTANGULAR OR ROUIN D, 50LIC LIDS WHEN NOT COLLECTING RUNOFF. AND aurSIDE OF THE ROADWAY, • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN Ti-IE ROADWAY, 13Ur OUTSIDE OF THE CURBJOUTIER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE MOLIC RIGHT, DF-WAY OR IN AN EASEMENTTDTHE CITY PRIVATE STRUCTURE LIDS 0UTSIOF P IJBLIG RIG7IT-Of•WAY AND EASEMENTS TO THE OTT SHALL NOT DISPLAY THE CITY LOGO 15. 9UILDING9 AND OTHER SIRUCTURES SHALL BE PLACED IN ACC13 R13AIJCE WITH TABL$ 4A EASEMENT WIDTHS AND BUILDP$U' SETBACKS LIMES OF THE REHMN SWOM. 18. LIDS OF MANHOLESACATCH BASINS WITHIN PUBLIC RiGMT-CF-WAY 6HALLNOT BE ADJUSTEDTOFINAL C 4ADE UNTIL AFTER PAVING- ALL MANHOLEICATCHMASIN RIMS 6 HALL BE ADAJSTM TO BE FLUSH WITH FINAL FI NISHNED GRADE S. LA'&ESS OT HFRWISE SHOWN- 17_ ALL DRIVEWAY CULVERTS LD CATE4 WITHIN CITY RI194-r-0E-WAY SHALL BE OF 5UFFI CIE!NT LENGTH TO PROVIDE A NMI MUM 3:1 SLOPE FROM THE EDGE DF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UMEES O IN ER WI SE NO-EU, ❑RA.W IW, 15 NOT TO 5CA LE In T 53 STD, PLAN - 267A0 PUBLIC WORKS SURFACE WATER STANDARD PLAN I'PN _VI VhRl DEPARTMENT GAZ 9/28/2018 NOTES {1 OF zj DATE :45 m DoutiSign Envelope ID:6EECF566-602A-4E4A-g436-A317AA63MTH m I � I I I I r r I I I z 709 50 F 1 MAX. BETWEEN RERUNS. SEE NOTE I 1 DIAGONAL ASPFVaL7 6' MIN- DRIVEWAY BERK SEE NOTE T SLOP ASPHALT BERM DETAIL 25' MIN. r _ 10' J 70' .�-•� 3I4• i 1JY WASHED DRAIN IN ROCK 2e• ' x UNTREATED WIN. N I f rr 7 L41N- �^ _ r1C I tr _ CEDM OR r B' MIN- PVC RECYCLED PLAS7IC J ] PERFORATEDPIPE BOARD I r DISPFRSIGN i PER ASTA1 01784 CRUSHED E r• • TRENCH r R NCH ROCK OR GRAVEL i f e' ANN- T DROP + f 25• VEOETA.TEO I 1� 77 PLOWPATH. SEE NOTE4 1s•MIN W. _ W MIN. PLAN - DRIVEWAY DISPERSION TRENCH I N�i � i �• -k - DRIVEWAY SLOPE VARIES AND SLOPES TOWARD STREET (<75 . UNDISTURBED i HAS IA7E svlL f. .1 NOWWOVEN GEOTEXT.LE 24"MIN. FOR SEPARATION PER WSDOTSPECIFICATiON9 ^Zb SEC TION 9.33.2(1)TABLE 3 And DISPERSION TRENCH DETAIL + J J r r I rI Q w r L NOTES( N I ,� I 1. SEE STD. PLAIN 224.00 FOR ALTERNATE DISPERSION I I TRENCH F C:ONTRIBUTLNG AREA EACEEOS IX SF, USE L 10 LIP OF TRENCH WITH NOTCH UOARD PER 70D $F TO MAX, 60 tF CF TRENCH. T_ MIN. 2S r I I CR455 I 2- 70'MAX WIDTH OF CONTRIBUTING MPER VIOUS 20' MAX, WIDTH, EiLOYL I DRIVEWAY 1 SURFACE FOR SHEET ROW 01SPEF.SION, UNLESS SEE NOTE 2 IOR SLOPE + VEGETATED FLOWPATH IS INDRCILSED BV 1 T FEACH ~� I Aonrriow 20' Of CONTNIRIJrws SUHFACEAREA. 1 + J 3. SLOT DRAINS OR ASPHALT BERMS MAY BE USED 70 C1RECr RUNOFF TO ROCK PADS OR DISPERSION r w r - 23' MIN, TRENCHES I VARIOUS CONFIGURATIONS. LAYOUTS r �- f SHOWN ME ONLY E)%AMPLES, r C R UGH F D RO CK STRIP 4. IF INSCH54" IS TOWARD A STEEP SLOPE HAZARD AREA OR LANDSLIDE FI+VARO STEEPER TM1,MI 46%-VEGETATED TOWPATH MUST BE SB FEET. r GENERAL NOTES•• 10WEGETATED FLOWPATH SEGMENT I 1_ MAXIMUM VEGETATE0 FLOWPATH SLOPE M MIL FOR ANY 26-FOOT REACH, AND MAY NOT EXCEED 20%. 2- SEE CONSTRUG"PLANS FOR SFECIFICPROJECT PLAN - SHEET FLOW DISPERSION FROM A DRIVEWAY REQUIREMCM& FLAT TO MO ERATELY SLOPING DRIVEWAYS [159q UPIU55 OTIit KYJ15E NO Tt 0, DRAW ING 15 P01F 10 SCALE INT53 STD. PLAN - 263.20 a PUBLIC WORKS BASIC DISPERSION - FLAT/MODERATE ANPR ED: 31� DEPARTMENT GAZ 9/28/2Ui8 � SLOPE DRIVEWAYS - .. T...,..,.Q......Yq, OA7L :4S A DocuSign Envelope ID:6EECF5B6-662P.-4E4A•Bd36-A317AA6M678 SrIRFACE WATER STANDARD PLAN NOTES! THE FOLLOWING IS ALISTING OF GENERAL NOTES THAT SHALL RE INDORPORATPD IN THE DRAINAGE PLAN SET ALL T Mg NOT ES ON THE LIST MAY NOT PERTAIN 70 Z-YERY PRNECT, THE APPLICANT OROWINER• HEREBY FEFERREP TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOT" kF NOT APPLCABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NQWE IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE su#ACE WAFER STANDARD PLAN NOTES. 16. ROCK FOR EROS]OH PROTECTION OF ROADSIDE D4TCHFA WHERE REQUIRED. $HAL► BE OF SOUND QUARRY ROOKPLACE 6 TO A MIN INUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4.6INCH ROCK 146-767E PASSING: . 2 -4INCH ROCK) M -401% PASSING: AND • LESS THAN 21NCH ROCK 110-20% PASSING. 19- FOOTING: DRAINAGE SYSTEMS AND ROOF DOWNS POUT SYSTE MS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY C'XIANIEY COIIEC TED FLOYVE TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRM9S SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. T HE END OF EACH STORM ORANN STiJ3 9HALL BE CAPPED. A CLEANDUT TOPPED WITH A ROL7•LO CKIW LD MARK.E3 "STORM- SMALL BE LOCATED AT THE PROPERTY L INE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE arY STANDARO PLAN 2I7.00. 21. ALL STORM SYSTEM EKTEM51DNS SHALL BE STAKED FOR LINE AND GRADE BY A SUMAYOR LICENSEO NI WASH INOFON STATE, AND OUT SHEETS SHALL B_ PAOVIOED FC THE CITY PRIOR TO CONS7RUC TICNN. 22. ALL NEWLY -INSTALLED AND NEWLY -RE HABILIFAYED (PUBLIC AND PAIVATEI STORM CONVI'YAHCE SYSTEMS SNAIL 3E INSPECTED BY MEANS OF REM DTF DOW ACCORDING TO THE CITY STANDARD FLAN 236.00. CCTV INSPECTIONS AND REPOR75 SHALL BE SUBMITTED TO THE CRY PRIOR TORECEIVINO APPROVAL TO INSTALL PR OM CURBS. GUTTERSANDJOR PAVEMENT. 23. ALL STORM SYSTEMS AND CON" ECTDNS 7O EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION TUN-311) OF THE WSDOT STAR DARD 5PEE IFIGATIOHIS AND IN THE PRESENCE OF A REPRESENTAME OF THE CITY- STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME TIIE MAIN 5raw IS TESTED. 24. FOR ALL DISTURBED PERVOUS AREAS (COMPACTED, GRADED, LANDSCAPED. ETC ) OF THE DEV ELOPNNENT SITE, TO MAINIAIN THE MOM URE CAPACITY 6F THE SOIL E ITH ER STOCKPILE ANB REDIST RI BLITE THE EXI SPNG DUFF LAYER AND NATrVE TOPSOIL OR AMEND T HE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 164.00, 26. ISSUANCE OF THE RULLOINO OR C10NSTRUCTION PERYUTS BY 771E CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY CONNECTED WITH STORMMIA TER DISPOSAL THE CI TY DOES NOT A GCE PT ANY OBLIGATI ON FOR THE PROPER FUNCTION ING AND MAINTENANCE OF THE 5rORM UYS7EM PRLINDED OU RING CDNST RUCT ION. 20. AMCIUATE $AFEGUAROS. SA ETY DEVICES. PROTECTIVE EOU IPh"T, F LAGGERS. AND ANY OTHER ACTIONS N EECED TO PROTECT THE LIFE, HEALTH, AND SAFETY CF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIQMT-QJ WAY I HAT MAY INT ERRLJPI NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECT16N5 OF THk WSOOT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LDCAIEO LVITHINTHE CIT1"S AQUIFER PROTECTIONAREA (ROANS -HALL CpJP1Y WITHSPECIAL REC1UIRhbAEN r q6 DF THE RENTON SWOM AHDIgUIFER PRD7 ECTIOH REGWA rims IR1,R;. 4-9.0501 24. PLACEMENT OF SURFACE APPURTEMN CES (CATCH HA.SINIMANHOLE LIDS, CLEANQlJT S. INLETS, E TC.) IN THE: STREET TRAVEL LANE WHEEL PATH. IN TE RSECTIONS OF SIM ET TRAVE L LANES, BIKE LANES, SIDE WALKS, AND CROSSWALHS SHALL SE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IV A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON. SLIP OR NON•SNID LI0 PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND FIR VATS SYSTEMS ON THE PLANS. PRIVATE S VS7EMS SHALL BE MAINTAINED BY IRE APPLICANT. V- MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL OOINFORM TO TABLE 4.2 1.A2 OF THE RENTON SWDM. 7 L, CON STRUCTED PERAWMLE PAYEM ENT SHALL BE PERMEABLE ENOUGH TO AUSORB WATER -AT A MIMIhUJM RATE 0= 20INC HES PER HOUR IMMFUTATFLY IFTFR THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST W MINUTES, COMPLIANCE WITH THIS MIMIWLKM RATE SHALL BE CHECKED PRIOR T CON 3TRUICTION APPROVAL OF THE PAVEMENT. WMPLULNCE NAY RE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 QALLON$ OF WATER IS POURED ONTO THE AV€NAENT SURFACE ALL AT ONCE MNOR IF ONLY A OR ATM]I1NT OF WATER PONDS DR ll{ RUNS OFF THE SURFACE, ME 7HBJ THE PAVEMENT IS CONSIDERE❑ 74 HEFT THE IRIN IMUM PATE OF ABSORPTION. AT LEAST ONE TEST SHALL Bf CONDU CFED PER 1,060 SO DARE FE ET OF PERM EJAELE PAVEMENT. IF THIS TEST 15 NET CONCLU SIV E. THEN ANOTHER TEST PER ASTM C17111 SHALL BE CONDUCTED. FOR LJAROE AREAS {E.U., PARKING ARE ASI, TE$TINO DOSE RVATIQN MAY BE ACCQMPLLgHBD YgHII,E WALKING BEHNO A SLOWLY MOVING WATER TRUCK DISCHARGING WATER ATA RATE SIMILAR TO THE BUCKET TEET, PERMEABLE PAVERS SHALL BE TE&-EO USING AS nM OI Tal. UNLESS OTHERWISE NOTL 0, ORAYlI LG IS iI UT 70 SCAU [IfN STD. PLAN- 257.10 4 PUBLIC WORKS SURFACE WATER STANDARD PLAN 1i O DEPARTMENT NOTES (2 OF 2) GAZ �/zsjzoLs I R- 405108 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING = , ISURFACE WATER UTILITY0swarlick 04/24/2019 ' jfarah 04/25/2019 L : 451 Al NMES Encompass oFWASSURVEYED: SCALE: DATE: �� F� O C� SDM VERTICAL AD 1 83/1 C T Y 0 F JD L DUPLEX ENGINEERING &SURVEYING � '� 4 REVISED PER CITY COMMENTS CJM 4.5.19 CJA 1 "=30' HORIZONTAL: NAD 1983/1991 04105119 �s e �, DESIGNED: A,r Western Washington Division (� 3 REVISED PER CITY COMMENTS DRD 12.28.18 CJA DRD RENTON PAGEFIELD: NIA 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax, (425) 391-3055 �� 38285 �� 2 REVISED PER CITY COMMENTS DRD 1 1 .13.18 CJA DRAWN: DRD ONE INCH DRAWING NO: Eastern Washington Division �� GISTEg�O �� 1 REVISED PER CITY COMMENTS DRD 8.29.18 CJA CHECKED: DATUM 407 Swiftwatcr Blvd. •CleFlum, WA98922 •Phone: (509)674-7433 •Fax: (509)674-7419 . IONAZ �� TJR IF Nor oNECA H Planning/Building/Public Works Dept. DETAILS 17707 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 12/26/18 CJA 8 8 A 7 0 Ail NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON .. W J Q) FACE OF CURB 512" 1' 1" R. 1 24 4 TOP OF 1/2" R. ROADWAY L 1• CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 / 1:24 / TOP OF j112" R. ROADWAY c � 1 6 _ �T DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' S' _ CEMENT CONCRETE 1WR -, 1" R SIDEWALK RAMP VARIES OR LANDING FROM 8'TO0 I B' 1 3/B" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612- SEE DEPRESSED CURB DETAIL THIS SHEET / 1:24 TOP OF 12' R. ROADWAY 2' _ \ 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 5112'I 1' 112" R. 1' R. r FACE OF ADJACENT CURB { L TOP OF ROADWAY 0 ' GUTTER SURFACE T PREMOLDED• / JOINT FILLER 1 E FULL -DEPTH 1" R. 8 1/4" EXPANSION JOINT 1" R. CEMENT CONCRETE \ TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Sedan, see Standard Plan 104.2 PUBLIC WORKS STD. PI4AN - 101 DEPARTMENT CEMENT CONCRETE CURBS PPP VED: M RAISED EDGE DETAIL •� - D" e" SIDEWALK Lam• 147 EXTEND SIDEWALK TRANSVERSE 1- D' 1' . 0" 3/8" (IN) PREMOLDED JOINT FILLER Ire OFA R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2.0% ( ) ��) 1 1 • 12 FOR IN R CURB DE AILS SEE P••, 1'(IN)R. • •.•• • . �P` 1� 1•-1 .: •..•• S••r. 1. .. ..•.•,•,•. STINGROADWAY • : F' • • g<� p'` - _ _1�,1•. CRUSHED ROCK al1S W SEE RAISED EDGE r.1 SIDEWALK DETAIL -THIS SHEET TYPICAL UNDER CRUSHED SURFACING TOP COURSE (GSTC) ALL CUTSIDEWALK OMPAC7 TO 957• MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WAVED BY 117 (IN) R. (TYP) ENGINEER) TYPICAL UNDER ALL CURS, GUTTER M SIDEWALK. CSTC UNDER 1 1 5.4 FOR CURB DETAILS CURB IL GUTTER TO BE OFTHICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK aFN �q BASE, WHICHEVER IS GREATER MP FOR �jtE T: r ALL CURB A GUTTER). �y 1 FINISHED GRADE I-(IN)BELOW n TOP OF CONCRETE SURFACE SIDEWALK ADJACENT TO CURB MIN ROU DING I- (IN) R. (TYR) 2 0% A FOR CU FIG DETAILS 1.S% SEE STD PLAN 101 OPEN - v BRIDGE OR PEDESTRIAN RAILING .SY+' ,�y••••-- FOR cuRe DETAILS ADJACENT TO CURB 7' BARRIER - SEE SIDFWAIK SEE STD PLAN ICI (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER / I 12" (IN) R. (TAP) - -- FLUSH / I SIDEWALK i/2" ON) R VERTICAL WALL- 4• W- 'T•' 5EE DETAIL .� • F . 318" (IN) PREMOLDED ) JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL is. (IN) PREMOLDED FOR SIDE JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL ZiLEI HER SIDEWALK (SEE NOTE 10) SECTIONS "2' (IN) R. 1 _ (Ty-) FOR CURB DETAILS 1.5% MIN. SEE STD PLAN 101 i aY� '-aUl` `\\�S1Nv •.• / BROOMED FINISH L"' 2E�'/ '1��^Y�" i•:.:: • /,I OR MATCH EXISTING • / Vi 4• WIDE, SMOOTH TROWELED PERIMETER FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVEDCEMENT CONCRETE CURB wr d /dam �• \ / d \ ti \� (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP � \ FOR CURB DETAILS �,%'�� ^ ��•�� SEE STD PLAN 101 TO 114- / NOTES i 1. Four (Bet of the sidewalk width shall CONTRACTION JOINT , . • be the minimum pedestrian // // •'TB• / \ \�/ IN SIDFWAK DNIY •.•►�A'e accessible route Iona free of vertical / \� � / R and horizontal obstructions. Gratings, ��\ /i ►' Access Covers, Junction Boxes, �� /i/ FULL -DEPTH EXPANSION JOINT IN BOTH \\ CURB AND SIDEWALK (SEE STD PLAN 30L1) Cade Vaults, Pull Boxes and other � s� \�� appurtenances within the sidewalk � aa^ C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and I, . •� z� j0',• Sidewalk Is not permitted in new For other referenced NOTES see q construction. When replacement work STD PLAN 1 D4.2. recess.tates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE Standard Plan F-30.10-03. JOINT FILLER Paved surfaces must comply with 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. E FULL -DEPTH EXPANSION JOINT 1 PUBLIC WORKS CEMENT CONCRETE SM. PLAN' LAN - 102 DEPARTMENT SIDEWALK F'PKO,`ED d17 Itz Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (S09) 674-7419 3/8- PREMOLDED JOINT FILLER (TYP) FACEOF _CEE6J FaAMow,E cm E t it inam it L -- S. Y PLAN VIEW CEMPNTCONCREIE CURB AND GLITTER 5 7 '[ 1 FRAmEANDOwe -Nor INCLUDED 1/2' R. 1' R. MATCH IE! IN CURB AND GUTTER RFD REM SLOP • D , TOP OF R ROADNIAY ,p •D y • 5 _ D D - •a• _ p. • a ADJUSTI&NT SECTION -NOT INCLUDED • a' D' 114CURB AND GunI=RMORTEM ,• CATCH I M N - NOT V40LMM D • .a ,a IN CURB AND GUTTER 8IDITEM MCI r• SECTION O Y ,�`� GENERAL NOTES: 1. The Intent of this design Is to facilitate the removal' i of a catch basin with minimal disturbance of the curie. 2- The expansion Joints of the adJacerlt sidewalk Shall be-adJusWd to be in 11ne with these curb expansion joints. ISO!IE4 1C VIEW SM CEMENT CONCRETE CURB• PUN- 101:1 PUBLIC WORKS PRO D: + + INSTALLATION AT DEPARTMENT CATCH BASINS 1.4 DA 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER , + 1/2"X4" EXPANSION MATERIAL 1/4"R Al JOINTS "W"-WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL CFM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES 1 /2"X5" EXPANSION MATERIAL CURB RETURN 1/4"/FT. SLOPE ONLY 1/2"R �1/4"/FT. SLOPE 1 /2"R 4 1 1 /2••R - PAVEMENT /j AS PER PLANS 4" 1T PAVEMENT AS PER PLANS J STANDARD GEM. CONC. PARKWAY STANDARD CEM. CONCCURB AND GUTTER GUTT CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES:, JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/10' IN THICCNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'s TO P.L'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL WILL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REOIUREMENTS OF CLASS B (3/4) WTH AIR 04TRAINUENT, THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EOGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROC70R). TYPICAL SIDEWALK G�tY p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 ..._� ."r.....,.... .-.. .-..... •. f)WF: NANAF- Fnn7 CP PAF:F• Fnn7 NMES OF WAS�I��'� •17, 4 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS �d �� 2 REVISED PER CITY COMMENTS G STER�� 1 REVISED PER CITY COMMENTS �SSIONAL Vol 12/26/1g NO. REVISION OocuSign Envelope ID: 6EECFSB6-602A-4E4A-6436-A317AA638878 2•, 4', V. 12'. OR 24' ONE Ol BAR SOP FOR O' HEIGHT INCREMENT (SPACED EQUALLY), SIFF NOTE 1 RECTANGULAR ADJUSTMENT SECTION / I I 3 03 BAR EACH CORNER I ! I a Z Al BAR EACH SIDE d 43 RAP EACH WAV PRECAST BASE SECTION 03 BAR 4(K)P - 13 BAR EACH CORNER W MIN. PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15• CPSSP', 12, STD. SPEC. 9.05.20 SOLID WALL PVC, STD. SPEC. 9405.12(l) 15' PROF LE WALL PVC. 15' STD. SPEC, 9-05.12(2) ' CCRRNGIITED POLYETHYLENE ST OHM SEWER PIPE NOTEBs 1, AS ACCEPTABLE ALTERNATIVES TO THE R BAR SHOWN IN THE PRECAST BASE SECT". FIBERS I FLACED 1N ACCORDANCE WITH STANDARD SPECIFICATION 8-05 50(1111 OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCI4ES PER FOOT SHALL REUSED WITH THE M44N41VM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION HIRE MESA SHALL NOT BE PLACE 1) IN THE KNOCKOUTSAS AN ACCEPTABLE ALTERNATIVE TO THE REBAP, SHOWN IN THE RECTIANGULAR ADJUSTMENT SECTION. WIRE MESH HAVI NO A MINIMUM AREA OF 0.12 SQUARE INCHES PEA FOOT MAY BE USED 2. THE KNOCKOUT DIAMETER SHALL NOT DE 0REA7ER THAN 7(T. KNOCKOUTS SWELL HAVE A WALL THICKNESS OF 2- MINMUM TO 2 S' MAxIMUld PROV40E A 1. S" MINIMUM G AT' SE7 WEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE, AFTER THE PIPE IS9OSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 144.3. 3. THE MAXIMUM DEPTH FROM THE FINISHEC GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FL ANISE G)WN. 5. THE PRECAST BASE SECTION MAY NAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED 1,T A RATE OF 1 H.24V OR STEEPER. 0, THE OPENING SHALL BE MEASUHLOAT lit TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR RON SHRINK APR ICAT IONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20-3(2). a ALL GRADE RINGS AND CASTINGS SHALL FE SET IN MORTAR N ACCORDANCE NTH STANDARD Sf ECIFICA TWN".3. THEN APPLY MORTAR TO INS KDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS. AND FRAMES 9- MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS 10. FRAME SHALL RE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME 15 FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE Of SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TROAMED RUSH AND SEE NOTE I REMAIN VISIBLE UPON COMPLETION. A_TERNATIVE PRECAST BASE SECTION -- - - UNL ESS OTHERWISE NOTI O. ORt WING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 Aoftk Tc PJBLIC WORKS mIk ED- `aim DEPARTMENT BATCH BASIN TYPE 1 GAZ 9/28/2018 I UR +M<wM<,V•••.r.v, EMTL . L��w♦� 'ijlw♦� '�jT�1 • •..A •�E.A •IN.�A 1 I� i'li"1411111111'a 1= 0-� �• • SLOPE SMALL CATCH BASIN OR YARD DRAIN ;25-FOOT (MIN.) VEGETATED :FLOWPATH SEGMENT :5 700 SQ. FT. SIMPLE 10- FOOT TRENCH ~�~ FLOWPATH SEGMENTS TYPE 1 CB MUST NOT OVERLAP _< 3,500 SQ. FT. =25-FOOT (MIN.) VEGETATED FLOWPATH SEGMENT MAXIMUM 50-FOOT TRENCH WITH ~ NOTCHED BOARD (SEE FIGURE C.2.1.D) PLAN VIEW OF ROOF NTS FIGURE C.2.4.B - TYPICAL GRAVEL -FILLED DISPERSION TRENCH FOR BASIC DISPERSION bafti 'art Envelope ID: 6EECFG$5-602A-4E4A-M6-A317AA38678 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND III -T 6AG1GF4L. SEE NOTE 4 8' FOUHDAT7CIH LEVrEL } FOUNDATION MATERIAL. If REGUiRE-D, SEE NOTE 5 CIRCULAR PIPE TRENCH WIDTH. SEENOTE 3 PIPE ZONE BEDOIHS ANDSPANPAN � B' BACKFILL, 5EE NOTE4 RISE 16OUNIIATKIN LLVEL � FOUNDATION WATEMAL. 1_ C IF REQUIRED, SEE NOTE S J� PIPE - ARCH R�GIn PIPS t i'll'E COMPACTK)NtR4OS SHOWN CN THIS RAN ARE FOR PIPE CONSTRUCTION iNl AN EMBANKMENT. FOR PIPE CONSTRUCTION N A 1 RENCH, THE HORIZONTAL LIMITS OF THE PIPE COPAPIXCT10N LONE SMALL EE THE WALLS OF THE TRENCH. 2. D.Q. IS EQUAL TO THE OUTSIDE DIAMET ER OF AI OP THE OUTSIDE SPAN CIF PIPE -ARCH. 3 $EE STANDARD W$DOT/APWA SIP EC IF ICATICINS SECT IQ7 2-04.4 FOR TRENCH `MOTH 4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL 9E PLACED N IT L005E LATERE AND GOMPAGTED TO BST. FARX IMUM DENSITY. 5 E XCAVATE UNSTABLE MATERIAL WIN TO FIRM SUL AND REPLACE WITH FDUNOATLON KATEWAL C LASS A UR B PER sTA N DA R O WSDOTIAPWA SPECIFICATIONS SECTION "A 7. ®GRAVEL SACKFILL FOR PIPE ZONE MDM40(WSDO-0,05.12(3)) OR MAINTENANCE ROCK MSOOT 9.03.914)) :45 Al ,.•.� PJBLIC WORKS a� < DEPARTMENT (POURED IN PLACE)" munwNN PIPE TYP! C4]YlR ) I PICUCT PRNATET ALLOWED IN ZONE 1 OP THE APA7 %DRQI{GAiED 2.0 VES YISS YES STEEL PIPE SPIRAL RIB STE EL 2.0 YES YES YES PIPE PLAINCONCRETH 9.0 ND YES IVC7 PIPE(FOM REINFORCED CONCRETE PIPE 1A YE8 YES NO (RCP) CO RRUGATE C OR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON P4PE 1.0 YES TES YES CIROULAR PIP E DIAMETER IMNIIAUN DISTANCE RETWEEN BARREL$ 12'TO24' 12, 30• 70 96' DIAMETER) 3 7172' 70 }SIP 40, PIPE -ARCH SPAN ATPNMiM 01"ANGE B1:iNIEEN BARRELS 1B'7036' 1Y 43•T0142, SPAN13 140'TO109• 40' PIPE ZONE BEDDING AND COMPACTION - RIGID PIPE CAST IRON GRATE V DIAMIEU DUTIFT PIPE E PIPE CnNCRFTF UNLESS OTHEAWISE 140TED- DAAWING IS MOTTO SCALE INN: STD. PLAN - 220.00 APP D: GAZ 9/28/2018 I 1 :4 � AN: +mnw�er+.rnm 1}ATE CAST IRON GRATE SQUARE TYPE YARD DRAIN R-405107 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING ` SURFACE WATER UTILITY + swarlick 04/24/2019 jfarah 04/25/2019 Q) SURVEYED: SCALE: DATE: SDM VERTICAL: HAVE) 83/1 CITY O F JDL DUPLEX / / CJM 4.5.19 CJA 1" =30' HORIZONTAL: NAD 1983/1991 04 05 19 DESIGNED: q FIELDBOOK: DRD 12.28.18 CJA DRD RENTON N/A DRD 11.13.18 CJA DRAWN.R3,191PAGE: DRD DRAWING N0: ONE INCH DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 17707 �/ TJR IF NOT ONE INCH B I DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: CJA 7 8 J Q) NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E-, W.M. CITY OF RENTON, STATE OF WASHINGTON 0 d- N 0 0 a z U_ Lu w J z Lu w LL m rr ❑ LANDIN GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN, CEMENT CONCRETE SIDEWALK - SEE NOTE 5 r FLARE (TYP.) / 3I8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK __ Xr CURB, OR CURB AND GUTTER -• SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT •- SEE STANDARD PLAN F-30.10 NOTES A CURB RAMP VNDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP VNDTH SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1, At marked Crosswalks, the connection between the curb ramp and the road - LANDING TOE MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH'- SEE CONTRACT PLANS Y I GRADE BREAK CURB RAMP I 2. Where "GRADE BREAK' is called out, the entire length of the grade break G GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK WIDTH 2' - D" (TYP.) SEE CONTRACT PLANS - aMIN � - SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- W MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 318" EXPANSION _ BUFFER WIDTH -- MATCH Pedestrian Curb details. JOINT (TYP_) - SEE - w TO CURB RAMP DEPTH - CURB RAMP STANDARD PLAN F-30.10 l I (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See --- Contract Plans for width and placement of sidewalk. GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Hem "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian " """' •'••""' / 'i SEE CONTRACT PLANS """" ::;;;;;;; Curb, or Sidewalks. - -- -- -'� - --- '•'•'• / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown ......... ........ ........ . CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, CURB, OR CURB PEDESTRIAN CURB - D g AND GUTTER - _ I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3 /o. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. Do not Include the FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb 1O CONTRACTION JOINT (IYP.) -SEE STANDARD PLAN F-i0.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4 - C" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4 - O" MIN. 15' - w MAX. (IYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0% MAX. *� TOP OF ROADWAY a. n CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER ^SEE NOTE 4 CURB RADIUS DETAIL (B ) ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT S Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 9SO27 - Phone: (425) 392-0250 IF Fax, (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGWFORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGNtFORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FOR * * DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT � �NiES �� OF WAS�I�� 3 38285 IST�� C2 1 ONAL�� 12/26/15 No. qjV WASyY 0 28680 A� 4,61 ST%R� 1� ssfONAL Geller, Scutt Jun 24 2016 7:20.AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter• Jeff �GL",f1KKirEZ. �� Jun 29 2016 228 PNI STATE DESIGN ENGINEER MAP Washington State DeporlmenfoiTronsporiation REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS :111111060•P CEMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C28 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) CEMENT CONCRETE GURB L GUTTER (SEE NOTE 3) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 318" Joint Mar along the driveway lane lines FACE OF CURB (see std. plan 102), Construct expansion joints parallel with the C - - SEE I FREabmp1RBDETAIL ' our ON THIS SHEET centerllne as required el 15' maximum spacing when driveway CONTRACT ON JO wldths exceed 30'. SM PViN 1°2 ` s 6 TOPOF / ROAOWAY 2. 3. See std, plan 102 for sidewalk details. Curb and gutter shown, other curb designs may be specified. � --�' l4 See std. plan 101 for curb details s _ 4. Not used. 1_r.._. I t'•e' 5. The engineer wtli design all driveways to Include elevations at all NOTE ORVEwAY LONorrU0@I I_ EVN4EJ 1% points marked with symbol "X'. All elevaliars are at the back of � � JO M NCILI H C CURB DEPTHFML DEPRESSED MONOLiTNIC CURB 8 OUT TER DETAa. curb top on uphh aide. 6 Not used. 7 For Driveway Wldths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see slid plan 102) shall be spaced ss shown In the corresponding isometric view. 8. Slopes shall comply with sections R3012.1 or R303.2.2 or FACE OF ADJACEN7 CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public Right3-cf-Way of November 23, 2005 (PROWAG), 9. Curb returns for any Type C-MAX Driveway rosy be approved on a cowby-case basis ,� 1d-CTIJTTER SURFACE -1'R+. 10. STREET STANDARDS = Renton Municipal Code (RMC) Tile IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS s Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RE31 DENTIAf. OR COMMERCIAL DRIVEWAYS, MID ALLEYS DRIVEWAY STANDARDS = Renton Munlcipal Code (RMC) _ Title IV Development Regulations Driveway Exempla: TYPE C18 CHAPTER 4 R=Resldcneal G CarnrMrGsl - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Mwrkw of Lanes, -- - Sectlon4-4-M PARKING, LOADING AND DRIVEWAY (M"'A LAna Cormrnisq REGULATIONS a-Bu1Tor(P1oWQSs0). BMkpbBrdhr -- PUBLIC WORK-5 CEMENT CONCRETE DRIVEWAY RO .Pi6AN - 104.2 j DEPARTMENT ENTRANCES - NOTES AND DETAILSdt" AM SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WTHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. 1 1 VARIES MIN I MIN MIN MIN 1 I 4 ' I I I j TRAFFIC FLOW I .I 2• HMA 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 71. MIN I MIN VARIES �{ MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT \ T 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD' PLAN - 110 , i>1,i2 � DEPARTMENT FLEXIBLE PAVEMENT OR RIGID F,l) PAVEMENT WITH OVERLAY I r air, TEU 11h LUOES SMV ALAI R/W➢6i---- -- -_I 1 -6 M. _ Yi1, lks iSEE NOR T, _ _�- - 6 k1w,, - (SEE NOTE 87 (SEE NOTE c I � _�_ DRIVEWAY ri'cu6ieii j SS EXPANSION JOINT nT'P.1 r CE (SEE S70 PUN 132! ccC 5 I` SEE NOTE 6 m R _NI ICRETE u 9FE NOTE 1 CE6EN1 CONCRETE RJ.t.V WIrXIM 1Y a CURR&CLI ER SLOPE (IYP.1 !SEE NOTE II 18'CONTRACnONJOINTDYPI MEE sro, PUN 1'J211 PLAN VIEW VARIES S 31 MAA SEE Noll S ITYPI L J 6• uu, V AIM CEIENI CONGIETE 6' AM SOEWALk Ie' exPAAS1ON Jowl I7YP I CURB a GVT7511 DEPRESSED"oil 16EE NOR II \ SECTION O ;SEE STO. PUN 1112: ro RInr.J s6lEWJUA wIotM I \ IM DIFFERENCE M SLOPE LIAx 7��y W'F61 51TNE SLOPE ISLOPE SHOWN EIUMJEM1EDIO"WAY VA DRNF.WAYW REUTNE I SE N no 5LCPEI5LOP1 - 1 SNOWl1 E1(t,OOFRAIEO � i � i I CEMENT CONCRUE SOEW µx � o PUBLIC WORKS �FNTO� DEPARTMENT CEMEM CONCRETE CURB S GUTTER ISEe NOTE 31 TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB For NOTES STD PLAN 104.2 STD, PLAN - 104.3 ]P06V .D r Gregg Zimmerman, Public Works Administrator R-405106 PR18000280 818003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 04/24/2019 SURVEYED: SCALE: DATE: SDM VERTICAL: AD 1 83/1 C T Y 0 F JD L DUPLEX CJ M 4.5.19 CJA 1 rr= zo r HORIZONTAL: NAD 1983/1991 04105119 DESIGNED: J .•#- FIELDBOOK: DRD 12.28.18 CJA DRD RENTON NIA NIA DRAWN: PAGE: DRD 11 .13.18 CJA DRD DRAWING NO: ONE INCH DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 17707 TJR IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: CJA 6 8 LEGEND L-n(M) MEASURED C.O.R. CITY OF RENTON (R1) REFERENCE RECORD OF SURVEY, REC. NO. 20130508900002 FIFE FINISHED FLOOR ELEVATION WCR WHEEL CHAIR RAMP WATER VALVE FIRE HYDRANT ® WATER METER SEWER MANHOLE STORM MANHOLE ❑ CATCH BASIN L_Ljo MAILBOX ® JUNCTION BOX TELEPHONE MANHOLE T TELEPHONE RISER J d SIGN POST - SD SD -STORM LINE - s s -SEWER LINE (D ELECTRIC METER UTILITY POLE 0 COTTONWOOD TREE 50.0' I I NOTE: SDCB (SOLID LID) SEPARATE PERMIT REQUIRED FOR RIM=424.21 SANITARY & WATER SERVICE LINE IE 12" CMP (N)=420.81 CONNECTIONS FROM SOOS CREEK IE 12" CPP (E)=420.91 WATER & SEWER DISTRICT. IE 12" CMP (S)=420.71 SSMH RIM=424.95 s \ SDCB IE 8" PVC (N)=412.55 \ I / I RIM=423.99 IE 8" PVC (S)=412.35 N IE 12" CPP (W)=421.59 s a HERON GLEN CONDOMINIUM SDCB f VOL. 119, PGS. 77-79 RIM=423.69 I TRANSITION TO VOL. 121, PGS. 99-10' IE 12" CMP (N)=419.94 se ROLLED CURB TO 1" WATER SERVICE & WATER METER (RIM CONNECT TO 8" WATER MAIN IN SOUTH AND EAST ACCORDANCE TO SOOS CREEK WATER & IE 12" CMP (S)-419 89 TO GRADE) W/ DOUBLE CHECK VALVE NOTES: 1. RELOCATE MAILBOX FOR EX. DUPLEX IN ACCORDANCE TO U.S.P.S. STANDARDS. 2. DURING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE EX. 18" CMP PIPE, SHOWN TO BE ABANDONED, IS NOT ACTIVELY CONVEYING DRAINAGE FROM THE NORTH PRIOR TO PIPE ABANDONMENT. ASSEMBLY FOR FIRE SPRINKLER SYL5EW DISTRICT REQUIREMENTS SDCB SDCB PER SOOS CREEK WATER & SOTE) RIM-421.08 EX. HYDRANT v� 1. N �� 1 0/ s RIM=422.36 DISTRICT STANDARDS & REQUIREMONNECT TO 10" PVC SAN. FIE 12" CPP (NE)=415.33 SLOTTED DRAIN (MIN. 6" WIDE GRATE IE 12" CPP (E)= 4 i 4. u i (SEE NEWER IN ACCORDANCE TO SOOS IE 12" CPP (E)= 415.23 `s " IE 12" CPP (W)=413.61 REEK WATER & SEWER DISTRICT IE 12" CPP (S)=418.08 . / WITH 1/2 WIDE SLOTS) / IE 12" CPP (S)=(CAN'T SEE PIPE) SSMHEQUIREMENTS, INV=412.6t SDCB IE 12" CPP (W)=415.08 s \ RIM=422.23SEE NOTE EX. HYDRANT ) RIM=419.83 \ SDCB IE 8" PVC N =SDCB 4 ( )-L18" CMP (N)=417.732 WIDE PAVEMENT RIM=421.64 IE 8" PVC (E)= RIM=420.41 OVAL & RESTORATION IE 12" CPP (N)=419.74 IE 8" PVC (W)=IE 8" CMP (E)=418.38IE 12" CPP (N)=418.16 (SEE C.O.R. STD. 103) 0 BE REMOVED IE 18" CMP (S) 417.33 (TO BEBUC°APE 1 GB EMbVEPAVMENT & CONCRETE St�DON PIPE TO THE 1. I 412.05 - - 3 Sl s\ s IX I= ° 6 5 MI PUBLIC TYPE 1 CB o. �. ,. 3 w ti (MATCH EX PIPE INVER FLOWLINE 2 R4VEL SPREADER & 10 STD. 101) S Al,D A (SEE C. .R. S RIM=421.10 END CURB GUTTER & SIDEWALK / =--m'r3 �EG_.�1QWP" SEGMEAI� wT � W . i 213 LF OF 6� PVC EX. IE=418.14t ' I w . - w . wT - w . w. w w w SIDE SEWER STUB, 5 EAST OF PROPERTY LINE/ w w FOR BASI PERSION I I 2 A PERPENDICULAR CURB RAMP So RELOCA EX. (VERIFY) "1 1 ®TH STREET j FL�,KJNE j 36. SIGN P R C.O.R. 8.0' D S MET S=2.00A' MIN. " SAWGUT EX. PAVEMENl� WITH DETECTABLE WARNING / EL=4 2.59t o 8 HDPE PIPE, < E1=421.60t j EL=423.35t REQU EMENTS FO 0 D AY EL=421.40t S=0.50% MIN. (SEE C.O.R. STD. 103) \ N SURFACE (SEE SDOT STD. So FL WL/NE ca? FLOWLINE FLOWLINE / REC: 4131148 F-4�➢.15-03 F-45.10 rs E 422.06t EL=421.60# FLOWLINE So o_ EL=422.28t EL=422.03f - / REC. 88 5562 - =421. U� - - - . - - EL=421 25t SSMH !y S �. - -- - - .... s s s S .S. -S PINE TREE RIM=423.36 OWLINE So . 3 / = 02t EL_422.31t EL=422.28� N89 53'02" E 212 LIMITS OF NEW \ EX. EOP REDWOOD TREE IE 8" PVC (N)=411.66 IE 8" PVC (S)=411.56 �' ° \ / �/ s Q EL= 22.6Q : EL_- 23.0 N O OUTLET ' PLANTER STRIP S�GN . . . . • • •"" . . - - - PLANTER-S R _ U B & GUTTER (2' TAPER AT ENb) / ❑ T 0 MAPLE TREE IE 8" PVC (W)=411.66 CU & WCR N IT OF�NFE / GUTTE N N -¢ :07f a° tea! 5' SIDEWALK ASPHALT RAMP / IE 8" PVC (NW)-411.76 , a• ° TREE (DECIDUOUS) CURB TO MEET ISTING CURB I / - 1 - \ EL= 22.38t EL=422.3 fa a DEDI A710N I SIDE . EWER. IE 8" CMP=418 2 = EL=420.35t EL-PERE t SDMH N 3 °I EL=423.4dlt a L=421.80t EL=421.8 t INV=416.5t T 10 PERF. PIP CONNECT/SON ASPHALT RIM=42278 a LIMIT 0 SIDEWALRt SD .� ° EL=423.35t \ YARD DRAT 12 _ _---'r - E E I `�`�� S I �� q SEE C.2.11 2017 C 0 R SWDM) I E 12" CPP (N)=418.98 m REMOVAL o j a EL=423.40t� _ s I. - - .- _ - RIM=4 1.2f --- E ► EL=4 1.1®t r 10 20- 'GARAGE.... �. �... 5 B�BL % YARD DRAIN5 s s, CONCRETE O= IE 12" CPP E-413.28 ° 3 REMOVE EES AS N a EL=423.20t ASPHALT 4 9.1 f ; E E, E SETBACK...... ..........., I _ Ott IE 12" CPP (S)=413.48 FOR CON TRUCT1 F .. ° \ DRIVEWAY ti ` E E _ ...... o. _ t _ EM4 8 /`A I ITI PI I,I. TOP OF SEWER MAIN ® CB=412.9t BOTTOM OF CB STRUCTURE=418.0t OF SEWER MAIN @ CB=413.7t ❑TOP 2 BOTTOM OF CB STRUCTURE=416.4t a s � s . EL=422.09t� \ 40 a ^I' �� DEW a. 0 23LF 8" PVC PIPE, \ `N NEW 16' WIDE BASIC DISPERSION TRENC ° ' _ a T T R 13LF 6" DUCTILE IRON SSMH ° . :1 �' 5=0.50.`� MIN. (ALIGN W/ LEVEL CONTOUR) 1 r- - - (PIPE, S=0.50k MI,N. RIM=422.72 REMOVE RELOCATE ns A Iw I s TOP OF TRENCH EL-421.5 I I GARAGE EL GARAGE E CONC. YARD s � � � C/0 RIM =420 9j{ IE 8" PVC (N)=411.92 EX FENCE T0'_ 1 1=421.90t =421.90 I j PR PERTY LINE I I N DRAM1 I I - IE=418.8t / IE 8" PVC (E)=411.92 a Q. I ° L44EC IK BRICK ° \ I I 36' NEW CO C. SIDEWALK . , r W/METAL GRATE EXISTING 1 CB SOLID EXISTING I I YARD IDRA 1,3 __� PROPOSED°_ ICONNECT RE NING ROOFTOP IE 8" PVC (S)=411.72 I �W 1 6" DUCTILE IRON AU RIM-421 8Ot / npn F fWM 1 RIM=420.8t DRIVEWAY IAREAS THAT ARE NOT DISPERSED (SEE C.O.R. STD. 104) I �a I CD - I GARAGE (LAC G) COVER 1 , I I ` IE=419.0t I PIPE, S=0.5090 MIN. IE=419.85t 0 RIM=421.5t 6" PVC PIPE, 1 N I TAX PARCEL/ TO PERFO�TI*D PIPE CONNECTION. u c!nEj iql ,. (00 ° �I I W`� I 6" DUCTILE IRON PROPOSED DUPLEX 292305-90 6 12' GRA L S READER & 10' TO BE REMOVED °p lit. 3.50 DEDICA 0 s IE=417.9t S=0.50% MIN. Ir VE I -i I PIPE, S=0.50% MIN. BUILDING ,2 (j HOUSE FFE=423.4.- N I W 1 FF=422.60 i4 I VEG. WPA SEGMENT SDCB o I ' EL=421.45t Q I I BSBL FOR AVIC DI PERSION RIM-422.03 W 3 A GARAGE FFE=422.39 CONNECT 700 SF OF ROOFTOPEL IE 12" CPP W=419.43 �. EL=421 37t I s DRIVEWAY O -� � _ EL=421.601 I AREA TO EACH 10' WIDE BASIC REMOVE EX. 12 � Q W DISPERSION TRENCH " 43LF 6" DUCTILE IRON PIPE, 10 WIDE BASIC DISPERSION TRENCH I I S=0.50.`� MIN. � � N� I - �, 18 CMP PIPE �. W 3 (ALIGN W/ LEVEL CONTOUR), _ ' 0� U 4i1f.37 REIiI OVE FENCING AS NEEDED _ TOP OF TRENCH EL=421.8t 10' - 422 - - - - - �0` - - - - - - - _- 50' VEGETATED LOWPATH FROM SPLASH Ict J BLOCK, GRADE 10 KEEP FLOW ON \LIMIT 0 s FOR CONSTRUCTION S, - a s a DECK / BSBL 421 N 2"E 212. i 1 _ -PROPERTY FLOWING TO YARD DRAIN 5 SIDEWALK PUBLIC IMPROVEMENTS, TYP. - - _ 2 420 - - 89 53 0 - - 0_ , Uj REMOVAL NOTE: SEE LANDSCAPE PLANS FOR \ - r I EL=421 15 / 6 PVC PIPE, CONNECT 700 SF OF z N a s LOCATION OF RECREA ION AREAS � - _ 419 s=0 50% MIN. �" � 1 ROOFTOP AREA TO -L SHED J / - = T1PE-T CB W/SOLID / �� 423- _ / SPLASH BLOCK I - - - LOCKING OVER r / - YARD DRAIN 4 I 3 J/ CONCRETE RIM=4218# / 141lARD DRAT, / 18'. RIM=422.Ot 1 \� WALL IE=418.2t /RIM=421.0t\ \ �/ _ I IE=419.2 > IE=419.4t N2 o A - _ / V0LF 6" DUCTILE i 3 a\ o RIGHT TURN \ / IRON PIPE, NO OUTLET S=0.50q MIN. Quo. /. / co SIGN \ ro I So w TAX PARCEL TAX PARCEL 0 1 292305-9028 0 o � z SDCB RIM-kI9.55 3 NORTH LINE OF IE 12" CPP (W)=416.90 I I SOUTH 157' SW 1 /4, NW 1 /4, SE 1 /4 4,�_L 0' �I SEC. 29-23-5 EX. HYDRANT 3 N89°48'54"W I CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD PLANS 101 & 103 EX. R/W EX. R/W EX. R/W LINE C/L LINE EX. R/W 1 18' R/W - 1 18' R/W - I LINE 17' ROW DEDICATION 5' 8' PLANTER ~SIDEWALK~ STRIP 2� CEMENT CONCRETE - SIDEWALK PER C.O.R. STD PLAN 102 a z J EX. 15'f EX. ROAD C/L 26' EX. 15'f ° I I I I � SAWCUT & MATCH I I rV rn, ". , __j SEE C.O.R. STD PLAN 103 4" HMA CLASS 1/2" 64-22 REMOVE EX. 3" CRUSHED SURFACING TOP COURSE PAVEMENT 3" CRUSHED SURFACING BASE COURSE FIRM SUBGRADE 30't EXISTING PAVING SE 170TH STREET (LOOKING WEST) NTS 42' R/W EASEMENT TO OWNER OF TAX PARCEL 292305-9026 "FOR PURPOSES DEEMED APPROPRIATE" BY OWNER OF TAX PARCEL 292305-9028 REC. NO. 20161207002134 EX. R/W C/L 1 44't EXISTING PAVING (TO REMAIN) 42' R/W --------_ tx FVM I EX CURB/SIDEWALK EX CURB/SIDEWALK EX CURB J (TO REMAIN) 108TH AVENUE SE (LOOKING NORTH) NTS � �MES ncompass �� OV WAS�I�� ENGINEERING & SURVEYING 4 Western Washington Division ` 3 165 NE Juniper Street, Suite 201 " IssaQuah, WA 98027 ■ Phone: (425) 392-0250 " Fax. (425) 391-3055 1-6 38285 2 Eastern Washington Division 0 GI ST1 407 Swiftwater Blvd. " Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 �SSIONAL �� 12/26/15 NO. REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS :lwy[6P 292305-9144 0 5 10 20 SCALE 1 " = 20' NORTH LINE OF SOUTH 36' N 1 /2, NW 1 /4, SE 1 /4 SEC. 29-23-5 EX. HYDRANT 3 -w w w 36.0' <v -S S SI s s S N SSMH RIM=422.81 IE 10" PVC (N)=413.61 IE 10" PVC (E)=413.31 IE 10" PVC (S)=413.61 IE 10" PVC (W)-413.11 EX. R/W LINE 3.5' ROW DEDICATION 8' PLANTER 8' I STRIP SIDEWALK 2% CEMENT CONCRETE SIDEWALK PER C.O.R. STD PLAN 102 EX SIDEWALK (TO BE REMOVED) NOTE: UNLESS OTHERWISE LABELED, ALL PIPES, CB'S, YARD DRAINS, DISPERSION TRENCHES/ETC. ARE PRIVATE. o 2 p� PUGET S 21ST o 525 ST o 0 w w V7 0 a C, J D p j CCDD w Un SE SE w P L-J 31 ST �a > ST SE 170TH ST SITE SE 176TH ST �o Uw GPI j PAR RD SE Q 5 G � 0O VICINITY MAP NOT TO SCALE TAX PARCEL 292305-9026 HORIZONTAL DATUM NAD 83/91 BASIS OF BEARINGS N89.16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5 VERTICAL DATUM NAVD 88 BENCHMARK CITY OF RENTON CONTROL MONUMENT #1863 TOP OF MONUMENT IN CASE AT EAST QUARTER CORNER OF SECTION 29-23-5 ELEVATION = 459.08 FEET REFERENCES RECORD OF SURVEY, REC. NO. 20130508900002 RECORD OF SURVEY, REC. NO. 8011069005 RECORD OF SURVEY, REC. NO. 8104229004 PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12 HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION THE WEST 254 FEET OF THE NORTH 81 FEET OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; R- 405105 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 4 SURFACE WATER UTILITY swarlick 04/24/2019 jfarah 04/25/20197. SURVEYED: SCALE: DATE: SDM VERTICAL: AD 1 83/1 C T Y 0 F JD L DUPLEX CJ M 4.5.19 CJA 1 ��= rjo � HORIZONTAL: NAD 1983/1991 04105119 DESIGNED: L � �#- FIELDBOOK: DRD 12.28.18 CJA DRD DRAWN: RENTON PAGE: NIA DRD 1 1 .13.18 CJA DRD ' ONE INCH DRAWING NO: DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GRADING, UTILITY & SITE PLAN 17707 TJR IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: CJA 5 8 �� • NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON .. I 0 0 7 Q z Ll D3;.:;:- - _ �]. r EECFfiB6-602A-+E4A-B43G-A317"38878 RM WAYS SHALL BE PAVED TO 1 DT1-rE EDGE OF TW RIGHT-OF-WAY PRIOR TO WTALLAT K)K OP THE 2YIAIN, C0NSTFMT10HENTRAINCk 1O AVCNQ CUUJJKCU49 OF THE ROADWAY- R IT ISREC46"NIDEDTHATTHE ENTRANCE BE CROWNED SO THAT RUNOFF DPJMSOKF THE PAD P INSTALL DRMEWAYCLK-VERT IF rHER F IS A RQABSIDE C1'FOH PRESENT, AS PER CITY ROAD 97ANDAMS 4'-FF' (A JAH RY SPAL L S GEGTExTI.LL 15, MIN. MOVIDE FULL W101FH OF INOAEES"OkeS$AI A NOTES., 1- C9rID1T10N OF USE IIA. WNST NLICXICjN 1 NTRMOE SHALL Be STASILIZIEO WHEREVER TF+1U:FOC WILL BE LEILYING A COMSTRUCT10N SITE AND TRAVELING ON PAVED ROADS OH OTHER PINED AREAS rl"IH 1,000 FEET OF THE $1TEE. 11. FOR Rr$113(:N*IAL CC*STAUC1E" PROW SITABIL1220 00114197PUC1'10?,I ENTRANCES FOR EACH WSODENC:E IN AGOilrt1C1N TO THE MAIN SURDIVISkON EM1 RANGE. STABILIZED $URFACES $HALL BE OF SRIFFHMNT LENGTR VID tH 10 P ROVIUE VE:HICLE ACCESSPPARICINO, BASED ON ILO SirUCONFIGURATIOH 2. DESKUH AND IHSTALLA7M SPECIFICATIDIMS 2.1. A SEPA RATI ON OEOT E"LE SHALL ME PtACF D UN MR THE SPALLS TO PREVENT FINE SEDIMENT F ROM PUM PIING LIP WTO THE FLOCK M. MHE GEOTEX71L F SHALL MEET THE FOLLCION G STANDARDS; OWTMSILiE STRENGTH (A9fiM 041132) 200 LES. MIN. GRM TEH9ILE ELOFW7ION (ABTM V4432) 30% MM. JWQVENJ Cam{ PUNCT UR8 SIRENC3111`1(ASTM DE241 ) 4015 La$l MIN, AOL$ IA51FM D4"1) 20-46 N S. STANDARD SIEVE ME) 21- DO NOT USE CRUSHED Cot4CAETE. CEMENT, OR C:ALCVUM CHLORIDE FOR CpN5TRLICT0M UHTRJkW-E STABILIZATION BECAWSE THESE PRODUCTS RAISE PH LEWLS IN ; TORMWATER AHO VONCFRETE DI001IARGE TO SURFACE WATL13S OE' THE STATE IS PFROFUI3I YEO, 2-3_ H0t3 FUEL (WOOD BA BED MULCH) MAY BE SUBSTITLFrFID FOR OR COMBINED WITH 01JARRY SPAUS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG I:LJEL 01+07 RECOMMENDED FOR ENTRANCe STA9ILFZATION IN 1.9101tiN ARFA45, THL IN$FWTQR MAY AT ANY TIM RUQUIRE THE USA QF QIJJIRR'1' -6PALL5 IF THE HOG KIEL L3 NpY PH.VLNTINU SL-0IMENT FRbt. M-ING TRAuKilEo uNT0 PAVE:MEh1T OR IF #HE HDG FUEL IS BEING CARRIED ON701 PAVEMENT. 2A L PE=NCII40 SHALL BE WSTALLED ASNECESSARYTCI RI STRICTTRAFFll: T'OTHE CONSTRUCTIONENTRANCE . 2S WHEQ, VER nS $ISLI<, THE ENTRANCE S HALL BE COPNSTR UCTED ON A FIRM, COMPACTED SUBGRADE- THIS CAN SLI RSTAN TIALLY INCREASE T HE EFFECTIVF,NE$3 OF THE PAD AND RL-DLPrr- TI IE: INI`LX F-� MAwINTENAM E. J. MAANTEMMJCE STANOMIDS 3IAL QUARRY SPALLS 81-FALL BE AOD�ED IF THE: PAD IS NO LONGER IN ACCORDA3RCE WITH THE SPECIFICATIONS. 3.2- IF THE ENTRANCE IS N07 PREY ENT1NG SEDIMENT FROM BEING TRACKE D ONTO PAVT MENT, THEN ALTlt FRHATTVE MEASURES TO KEEP THE STREETIS FREE OF $EDIMENT SH*ll E1E USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSKWS OF THE ENTRANCE, OR THE ML9TALLATIOhi OF A WHEEL WASH IF WASAING IS USE D. IT SHALL BE DOME ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHAI,1_ OFWN TO SEDlUr: ,IT 7RAP OR PONE) 3.3 ANY SI_UIPAI::Nr 1FIAT 15 TIWX D(M4TOFAVEMENTSHALL HE REMOVED WIVIEDIATELYBY SW€EPM4G. THE SEDIMENT COLLECTED BY SWEERItNG19HALL BE REMOVE OR STARIL12FD ON SITE.. THE PAVENE:NT SNIDE #*T M CLEIWE0 DY WASHING 060-'N THE TMEET, @kCEpY 44NE'N 9vvEe= PING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY- IF Tf IS NECESSARY TO WASH THE STREETS, A S MALL SIJW MUST SE; CONSTI3UCTE D. THE SEDIMENT WOULD TFtEN BE WASHED INTO THE SUMP WHIMS I T CAN BE C ONTROLL EO AM DISCHARGE D AtPPR}PRIATELY- WASN WIATM MUST DE PUMPED SAC K ONTO THE SITE MD CANNOT DISCRARG£TOSNSTEIM$TRIBUTARYTQ$IjRFAy WATER $. 3A- ANY OLIARRY SPALLS THAT ARE LDDSENEQ F RCU THE PAD AND END U P O N TH E AC ADWAV Sk44 IKE RErMQvE ID I?.1MM&TELY, 3,5- IF VE`sHIOLES ARE ELATE RING OR EMTING THE SITES AT POINTS D'FHE]R THAN THE CO NSTRRUCTION ENTTRANCE(S), FENCING SHALL BE INSTALLED TO C,ONTROI TRAFFIC. UIYLE55 OTHERIM 5E NOT EO, DRAYJFN�i t 5 NOT TO SCALE 4"T-51 idpftk 5TD. PLAN - 215.1E0 ["A Rl P OBLIC WORKS irPROYERI DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I ' UA1 EE 45 Al Docu iign EnvekVe ID: 6EECF5B6-602A-4E4A-B43(a-A317AA638878 Aux C}HFkI[4AU GRATE � � TRW GRATE FRAME OVERFLOW BYPASS { BELCW. INLET {IRATE DEVICE SfEKMENT LAND DIE- # IS 7- I IL 1 1• 41-11 Y1F.3`E+i - Ofi1AWAGf GRAZE IRECTANGULAR ORATE SHOM) BELOW INLET GRATE DEVICE SECTION VIEW 130METRIC VIEW -- RETAIE►fAL SYSTEM (TYP.I OVERFLOW 9YF'A95 (TYP,) NOTES. T, PROT'lli-CMW SMALL BE: MOWDE0 POR ALL STOFW DRAW INLETS DOWN51LOPE ANQ WITHIN 600 FEET OF A PI$TUR9ER] OR OONSTFILACTK)N AREA. URLESS THE F#VNOPF #H4T ENTERS T14L CATCH 8A5IK WILL. It GDr,RVEYED TO A SEDIMENT PQNID OR TRAP 7, 1NLETMOTECIFTOMSHALL BEUSE D70PRO71ECTTHE MAINAG-SSYSTEM. S. THE COW RIEU7INIG DRA INNC E3 A4IrA MUST k0'F BE LAilGE R TH AN ONE ACRE- SIZE; THIS BELOW INLET GRATIS I]EVII;E (BIGD) FOR TH E $TORFAWATER $T RUCT LIRE 9 WILL SERVICE, 5- THE E34GO SHALL HAVE A SUIL-T-W 11-110H-ROW RELIEF SYSTEM (OVERFLCw BypASSI S THE ACTMEVAL SYSTEM MUST ALkOW ARMOVAL OP YHE Ei<IOD WITHOUT SRLLIkG THE ML1=CTED MATI_FELAL. 7, MWOM MAFAW4AWrR IN AMCMANIOE WITH STAMAM SPEMMATFON "1.3(15)- 6. ANY SEQ MENT IN TFE CATCH BA&IN INSERT SHALL WE REUGVCa WHEN 7HE SFJ]UENT HAS FILLED (3 NE-T"R;D OF 7 HE AVAI{A41LE S,rORAGE- T)-IE F M.TER MEDIA FOR THE INSE RT SHALL BE± CLEANED OR REPLACED AT LEAST MONTHLY- UNRESS GTHE RMSF NOTED, (RAIDING 45 NOT TO SCALE [NTS] STD. PLAN - 211.311 VI PUBLICYVL+RK +�P9R YFD R3DEPARTENT�FI $MI INSERT A 9f818Nup DATE :45 aocuBigrL Envelope R 6EECFSB6-602A-4E4ALB436-lA317, A638979 J OIHTS N FATE A FABRIC SfIALL BE SPLICE} AT F'p-gTS. UJ E STAPLIM W*E i:INGU. OR EORIIVALENT TO ATTACH FA3 FiIQ TO PGSTS 7 xT 14 C42J E VARE. OR ECKWALE10,IF STANDARD STREIIGTII T'ik13RIC L1 SFU TT FILTER FABRIC } f •�F � � � �1 iirF 12, ON PO$T SPACING MAY RE INCREASED i�'I.rIV. TRENCH L 70 F 1M WIR E IIAC KINC, IS USE ID UACKF ILL TRENCH VAT HKAI1 $OIL OR '701•Ti7'WASHED GRAVEL Z"I14' WOUIJ 1120619. S FEEL f ENCC POSTS, OR E QUIVALIEITT (Twl liorm I. 00"DI11 F4s DF U 1,1i, 8XT FENCE MAY BE USED D0vM9L E OF ALL 01STUROCO AREA - 1,'!. aLT FENCE IS M07 INTENDED TO TREAT CONCENTRATED FLOWS. NOR ITS IT 1NTENDErD TO TREAT 5US5TAMTyAL AMOUNTS OF OVERLAND FLOWLANY CONCE NTF.f.. LCA FLOW Iuusr or IrONVEYI<D TF#10LFGH TINE 15FtFJI1AGE SYSTEM10 A SEQIMEHT TRAP OR POND L 02SKM AND NSTAL LATION SPECIFICATIONS 7,1, THE OEOTE KTILE UOUD MST MEET THE 67ANDAR0.I5TED BELLOY4. A COPY OF THEMAHUFACTURE" FABRIC SPECIFICATIONS MUST RE AVAIL A3LE ON 6ITE- A05 (ASTM 11317511 3G-i W$1EVE SIZE 110.60-0-15rnmI FOR SILT FILM 50-100 GI EVE SIZE 00 30�-0.15rrrnl FOR OTHER FABRICS YMATER PER M1771YITY VN M DHII i 0.02 KC-1 MINM M GRA[i TEINSM.E 157RENGT7 f (ASIM 04032} 1WLBS. FAIN, FOR EXTRA SnU NOV FAIIRT C 1 OD LBB. MIN. FOR STAN WIRD STRENGTH FA13RW ORA9 TENSILE ELONGATION (ASTM1 DNM) 30% MAX. (WOVEN] LILTRAViOLET RESISTANCE (AkSTM 043651 70Y. NN. 1 STANDARD ;STRENGTH FA BRIO RECUM4IES WIRE Sov CKR4G TO INCREASE THE STRE-00TH CF Tr IF FENCE, WIfR F BAC-XINO OR CLOSET) Post SPA 014S MAY BE 0 r:C"RED FOR EXTRA STRENGTH FABRIC IF FIELD PEEIF ORM Al+CE WARRANTS A STRANGER FENCE. J.3 WHERE THE FENCE; IE R4$TN.LED. THE SLOPEv SHALL NOT R F STEEPER TrIAN 21-1;IV 2.4 W A TYPrM $ILx F ENCE 18 USED. T 14E STANI:"O 4-V4' Y R ENCH MAY BE REDUCED AS LONG AS T HE BOTTOM B INCHES OF THE SFLT FENCE FABRIC IS WELL BURIED AHD SECURE IN A TRENCH THAT STABILIZE$ THE FEINQIE; AN DQE$ NOT ALLOW WATER TO SYI'A$$ QR UNpERMINE THE $ILT FIENCE. Z.5 I'll TERFABRICfIFNC:ESSHALLESEIWIAL.LEDALONG rONrL]L ts*lHENLVLRP4S540LE 3, MAmIE:NANC STAMISARD9 3-1. ANY DAMAGE SHALL BE REPAIRED 1MMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE Ev10ENT UPHILL OF 7#-W FENCE, THEY MUST BE IN7ERC:EPTED MID CONVEYED 7C A4 850E ~R5NT MOP OR n-40- 3.3. TT 1$ IhMPOR I ANT TO CHE 0< THE UPH ILL SIDE OF T HE FENCE FOR SIGNS OP THE FENCIE CLOOrGING AND ACTING AS A BARRIER 30 FLOW AND TH EN GAU $LNG CHANNEUZATION OF FLOWS PARALLEL TO THE FE.NQE. IF THIS Opt; URS, REPLACE THE FENCE OR REM<M THE IRIPPE.D SEDIMENT, 3.4. SEDIMENT MUST BE nFlAOM) WHEN St 011VI1`NIT 19 6INICHES HIGH. 3.5. IF THE FILTER FABRIC: (GEOTEXTILE) HAS DETERIORATED GUE TO ULTRAVIOLET BREAKDOWN IT SHA41. BE REPLAC;EQ, i UNL€SS OTHEMY615E NOTED, ORAVANG Is No To -3CALL CNN STD. PLAN - 214.00 j�pl BUC WORKS �R DEPARTMENTV SILT FENCE AZ s :4- .,, R— 405104 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING , 7 swarlick 04/24/2019 LAMES Encompass oFWASSURVEYED: SCALE: DATE: �� F� O C� SDM VERTICAL NAND 83/1 C T Y 0 F JD L DUPLEX ENGINEERING & SURVEYING 4 REVISED PER CITY COMMENTS CJM 4.5.19 CJA NTS HORIZONTAL: NAD 1983/1991 04105119 �s e � DESIGNED: q Western Washington Division (� 3 REVISED PER CITY COMMENTS DRD 12.28.18 CJA DRD RENTON PAGEFIELD: N A 165 NE Juniper Street, Suite 201 • IssaQuah, WA 9SO27 • Phone: (425) 392-0250 • Fax, (425) 391-3055 �� 38285 �� 2 REVISED PER CITY COMMENTS DRD 1 1 .13.18 CJA DRAWN: DRD ONE INCH DRAWING NO: Eastern Washington Division �� -ISTER�O �� 1 REVISED PER CITY COMMENTS DRD 8.29.18 CJA CHECKED: AT FULL DATUM 407 Swiftwater Blvd. • Cle Flum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 �SSIONAZ �� TJR IF NOT ONSC LE Planning/Building/Public Works Dept. TES C DETAILS 17707 NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 12/26/18 CJA 4 8 A 7 ►y 0 Ln Q:) DocR3Sign Envalope 1D, 6EECFfiB6-602-A-4E4A-B4&6-A317AA638878 d' \■ W ` - Q) D EEROS10N AN SE0IMENT CON'>i ROL. I<ESG1 STANDARD PLAN NOTES: 7FfF_ FOCLOW"G IS A LISTING OF GENERAL NOTES T#iA_r SHALL BE INCORPORATED IN 7HE fKt0SION AND SEDIMENT CONTFtOL JESC) PLAN SET, ALL THE N071=5 ON THE UST MAY HOT PERTAIN TO EVERY PROJECT. 1HE A PPL ICANT09 OWNER, HEREBY REFERRED TO AS APPLK., 'r, MAY STFi E OUT IFRRELEVAHTNOTES IF NOT APPL (CABLE TD THE PROJECT- HOWEVE R THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REPAA"NG KkDTES- 1F AlMiTIONAL. NOTES ARE N EE DED FOR SPECLF IC ASPECTS, THEY SMALL BE AHED AFTER THE ESC STANCA RC PLAN NOTES. i. 81EFORL ANY C6NSTRRJCT ION Oft DEVELOPMENT A&MIlTY OCCURS, A PRE-00148TR UCTICN MEETING SHALL ilt HE LID AMONG THE C 1TY OF RENTON, HER59Y REF-ERRELI `r0 AS THE CI rY, THE APPLICANT, AMTH6_ Apple-icm f S CONTRACTOR- 2- THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IECCSLOGV� CONSTRUCPON ST0RMWATER GENERAL PVMIT, IR IT IS REQUIRED FOR TFEE PRE] JECT. THE A'PLICA NT ZMALL PROVIDE THE CITY COP IE5 OF ALL tr NFI70 RING REPORTS PROVIDED TO ECOLOGY ASSOC:IAT ED 011TH 7HE CONSTRL=104 STC1RMWATER GENERAL P-ERIAIT 3. THE ESEC PLAN SET SlAALI* W-1, ILIDE AN ESC CONSTRUCTION SEOLENC.E DETAILING THE ORDERED STEPS THAT SHALI_ 13E FOLLOWED FROM f_0N3TRUC TION COMMENCE hIENT TO POST-PRCUECT CLEANU PIN ORDER TO FULFILL PROJECT ESC REMUIREAtENTS. 4. THE BOUND ARIE 5 OF THE CLEARING, LO TS. SENSITIVE; AREAS AND THEIR PUFFFRS, AND AREAS OF Vf GETATiONI PRE$E RVATIOM AND TREE RETENTION AS PRES+CRABEQ GN THE PLANIS) MAKL4 9E ELEA RLY IDELINEAT ED BY FENCING AND PROTECTED W THE FIELD I N ACCORDANCE MIN APFEN(34X D OF TI TE CITY OF FtEHIom sugrACE LVArEFk DESIGN MANUAL (F EN ION $WOh•) PRIOR TO 1ME START OF CC MrRUCTIDN.WRING 1ItE CONS IRUC Trarl Ptftm. t+ o I)IS'rt RIlkNCE BEYOND THE OLEAIIING LIWTS SHALL SE PER MITT EC, THE CLEARIf,EC LILUTS SHALL BE MAINTAWEO BY THE APPLICANTIESI� SUPERV ISOR FOR THE DURATION OF CONSTRUC-90N. 5. STADC 2En 00N3TR LXTM ENIRAWES SHALL UE IHS1ALLWAI TrC81 It+NIt4GOF,OON3TIRUCTODNAND mkiN rAINEO FOR ItIC llul(ATIC" OF IHE F'ROJCC.7. ADDITA3NAL 911=ASUR F6. SQ" AS CONSTRUCTED WHEEL WASH SY$rEms OR WASH PADS, UAY BE REQUIRE D TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEM AND TRhcK-0uT TO ROAD RWAfT Of WAY DOES NOT OCCUR FOR T HE DURATION OF YHE PROJECT- IF SIDI MENT 15 TRACKED Off SIT1, PUB LIG fTDAIM SHALL EWE CLEANED 711OWUGMY,Af 1NE LEND OF tACM om. OR I IOFiE €REULIENI LY WHANG WET WEcAT "LIiAS NECESSARY 10 KIE_VLNT SLDIMENT FROM LNTERING WATERS OF THE ESTATE S. liMMOUrrROMCONC ETETRuCKsStfAtL616PERF 4i11VIEDOFF•SITEOR04DESIGNA7E000mCRtTEViASHOUT-AFREAi ONLY.DDNOYWASMOUT CONGRCTE TRUCKS ONTO THE 41101.415. 4R TO STO'FkM ORAINS OP OPEN DITCHES. WSITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN OEMNATED COW-RI~fi£ WASH CT AREAS. 7. ALL RECKAFtED ESC SMPS SHALL BE CONSTRUCIrED AND IN tPERA710N PRIOR TO LAND CLEARING AND/OR OR71+FSTRUCTION TC PNEVENr TRMSPO RTAMON OF SEDIMENT TO SURFACE WATER. 0"RAGE SYSTEMS N4D I1 ACENT PRROF"TMS, ALL 1_SC BMPS• SHALL BE; MAINTAINED b4 A SATISFACTORY CONDITION UIN71L SUCH TIME THAT CLEARING AN=R CONSTRUCTION 15 COMPLETE AND POTENTAL FOR ON -SITE ER'45K)N FAS PASSED: ALL ESC BANDS SHALE BE REMOVED AFTER CONSTRUCTION 19 COIMPLIETED AW THE SITE HAS SEEN STABIOZED 70 ENSL94E POTENTIAL FOR OH-S1 F EROSION E30ES NOT EMS T. 7HE IMMEMENTA,TON, "MENANCE, REPLACEMENT. EN>•LAKEN ENT, ANO REMOVAL OF ESC SMPS SHALL BE THE RE8PONS1$RL1TY OF THE APPLICANT. S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE NNE POTS NTIAL TO POLLUTE RUNOFF SHALL BE 13ISPi5SED OF PROPERLY- 9 THE ESC SMPS OEPICTED ON 7 HIS ORAWR4G ARE I NIE NORD TO BE ml "4mtJm REWIREMENTS 70 MIEE T AWTCAPATE D SITE CANc)i rKm. AS COn1SmUCTm PR SSE9 AMC UNEXPECTED OR SEASONAL CONDITION8 DICTATE. THE APPLICANT I MLL ANTIKAPATE THAT NORE ESC BMP8 WILL BE NECESSARY TO ENSURE COMPLETE SILTAnON CONTROL ON THE PROPOSED 81Tfm: DURING THE CCL RBE 4F CONSTRLIC' KVt IT SFIALL 8E THE OBLIGATION AND Ac-SPONSi S K IT Y DF lHF A I Are } APPLICANT TO AODRE SS AT+IY NEW R ONI3 THAT 1�IAY BE CREA7ELI B1' 7HE ACTIVRT IE6 AE+ld T4 PT�OVIDE AD[74TIC'I�EAL ESC BAAPB. OVER E ABOVE MFN IlAUM FRFQIJIREMENT$, A$ MAY Or; NEEDED. TO PROTECT AMIACIEW PROP ORTIE $ AND WATER OUALMY OF YWE RECEIVING ORAhNAOE SYSTEM- IC. APP R(WAL OF THIS PLkN IS FOR ESC ONLY- IT DOES H07 CONSTOUTREr AN APPROVAL OF STORM D;tAWAGE GE$IGN. SIZE NOR LOCA.TKW OF PIPES. RES7FIC70RS. GHAKNEI.S, QR ITOR MWATER FIroILITiEa 11. AMf DEWATERIN SYSTEM HEfiESSMY FOR THE CCNS7RUCTIDN OF $TORWOVATER AC1� F ETIES SHALE 9E SU M17TE€] TO THE CITY FOR VIEWARNO APPROVAL O 8 E OVAL 12 ANY AREAS OF F; iXPOSED : Mr% to 0J0lNi3 RGAI)WAY L b IELANKIAF_NTS, I HAT WILL NOT FLE DISTURBED foR TWO DAYS DURING rHE VIIET SEAM {OCTOSER 1ST IHP4WGH AMIL 307H) OR SEVEN DAYS CrURI NR5 i FIE DRY SEASON (WILY 1ST THROVQH 0 EP7EMItER 30TH) SHALL BE IT. ME;OIATELY S TABRLI M WITH THE Ap+PF1011ED ESC COVER ME T#10D8 JE.G., SEEDRHT3- MULCHING, PLASTIC COVERING, ETC.I IN CONFORMANCE WrFH APPENDIX 0 OF THE RE WrON SSMIDM. 13 WET &E-A,&ON ESC FREiCIOREMrzNTVm AMY TO ALL CONSTRKTION SITES 9E3WF6N QCTOBER ISTJVMAWIL 30TH. UM,1 86 0Tl-1ERVASF! APPROVED BY THE [CITY. 14 ANY +SREA NEEMNG ADDITIONAL ESC MEASURES, NOT REOURNG tWEDIATF ATTENTION, SHALL BE ADDRESSED WI7Hk4 SEVEN 44 DAYS 15. THE ESC IMAPS ON IRAC,TWE SITES SHALL BE IIl$pKWI40 AND MAKrAIINED AT A MINIIaUM OF ONCZAMONTH OR KITHIN 24 HOURS FOLLOWEMG, A STCR" E E NT WPlFCn0hj AND MANTENAMCE SHALL OCCUR MORE FRE4 UENTLY AS REQUIR EU BY THE CITY. 16. BEFOR E 00 WAENCI N(ENT CF ANY CONSTRUCTION ►CTIVITY, CATCH BASIN rN S E RTS PE R THE CI TY STANDARD PLAN 210.30 SkrALL $E PRQVIp1ED FOR ALL STORM DERIUN INLETS DOWNSLOP E AND wVTTF N Soo F EET OF A MSTuRBE D OR CM AS TRUCTION AR EA. UNL E5S WE ftuNCFF T HAT ENTERS T HE IMeT WILL BE 00mv EYel3 TO A SEDIMENT POND OR TRAP: ALL CAI CF B.ASW 1NISER rS S11At L Oki PE Ft 10DIf.;ALLY IN S PF-C T EO Am 1,wPLACED AS NECE SSARY TO RENSLA#F_ FULLY FVW TIONRNG CIONDFTION, ll. AT NO 7WE SHALL SEOIMENTACCUMLOLATION EXCEED 2t7 OF 7HE CAPACAl Y OF THE GATCH BASIN 5t". ALL CATCH BASINS PM CCHVEYMCE LFNES 8HALL 13E CLEAHERT PFROR TO PAVFNO- THtr CLEA•MN€T OPERATION %4JVLk NOT FLUSH BE R3IIAE,NT•LADE:N'WAT FR IMTO TI4E DOWN EA ILEAµ SYST£1A lig. ANY PVAMANEN T S'I WUWATE R FACRIM LOCATION USED AS A TEMPGRkPtV s TTL INC. BASIN SHALL 6E MO DEFII=D WITH THE HECE;SSARY ESC $MPS AND SHALL PROV0r; ADEQUATE, STORAGE CA&PACIT't, IF THE TEMPORARY FAaL$7V M TO tJI 7IMATFL,Y FUNIC7kW AS AN 4"r11 TRATION SYS7EM IN ITS PERMANT'NT STATE, THE TENIPWARY FAMLITY SHALL A ROACH 01 ACCO SO Y1IA7 YHE ROTTOM AN13 SLOES AR AY LEAST YHR U PELT {COVE THE FmAL Cit2J4t]I= OF 774E P€RMA?4NT FACISrY. 10- AREAS DESIGNATED -ON THE PLAHISjCONTAINING EkISUNGSTORNWATERFACILITIES0RON-SITE RWS(AIWENOE0SOILS. 910RETENT10N,P'ERMEAB4F,PAVEMENf, ETC.) SHALL BE CLEARLY FENCED AND PR07ECTEID USING ESC 91AP5 TO ^V040 SE IN Idi NTATION AND ONWAC7I0N DUR INO C(3NS7RUCTK)N. 20. PRIOR TO THE BEGINNING OF THE WET SEASON IOO OBER 1STD, ALL DISTURBED ARFAS S#IAI.( HE INSP'ER;TE,D TO 0E.NTIFY WHICH CMES SHALL HE SOOMCCI OR SEt!DFD IN I PrARA'FION THE VaNTFR RAINS 097URSE DARC SHALL.8E SOLICED OR SEEM VATHEN ON81NEEK OF THE BE00"NG OF THE MT REASON. AN EXHIBIT OF THOSE AREAS TO BE SOLIDER) Obi aEER] ED AND THOSE AREAS TO RE MAIN UN=VEAEU SHALL BE SUBMITTED TO r HE CITY FOR REVIEW 21. P4;IOR TO FIIHAL EOHSTRVGTION AGC.EPTAHG E. THE PROJECT $TTT_ S.� PF STMIOZI D TO PREVENT SE(71MENT-1ADEN WATER FR0P L F.AVHNG THE PROJECT SITE. ALL E S C E3Un S HALL BE REDO, AND STO RMWATEFR CONY€ YANCE SYSTEMS, FACILITIES, AND ON -SITE UMPL5 SHALL. BE RESTORE.Q TO THEIR HILLY FUFFOT IONING CONDI-TION. ALL DISTURBED AREAS OF THE: PROJECT SITE SHALL BE VEGETATED OR07MRMSE RPEAAAANEWFLY STABILIZED. AT A MINIMUM. IN$TURaEO AREAS SHALL BE 3000ED OR SEEDER} A40 MULCHED TO ENSURE THAT SUFFICIENT C NERWILL DEVELOP SHORTLY AFTER FINAL APPROVAL: MULL.'H WITHOUT SEEDING IiS ADEOUA-FE FOR AREAS TO ETE LAmD8cAPEC sEFORE= CICTQBEIR 10-r 72. ROCKERIES ARE CQM51DF-RED TO BE A METHOD O F BMK STABiUZATION AND ERAS ION CONTROL. ROCJSERIES S HALL NOT BE GQNSTRXTED TO SERVE; A3 REFAINING WALLS- ALL ROCKERIES IN Cr Y ROAD RiGH7'S-CIF-WAYSnALL BE CONSTFtuC'tM IN ACCORDANC-I< WfTH CITY STANDARD& RUCKERIE S OUTSIDE OF RCM RIGHTS -OF -WAY SHALL BE CON-5TfWGTE4IN lC'C9RDM4; EV41H 1HEi INTERNATICINAL SOLOING =t. UNLESS 0y"MWIM NUT[ 0. DRAWING 13 NOT TO SCALE (NTSy STD. PLAN - 268.0I� OR]PUBLIC WO K ER ION AND EDIMENT CONTROL lsrya b_ DEPARTMENT STANDARD PLAN NOTES GAZ CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (SO9) 674-7419 �MES OF WAS�II�� • 5 10 20 ..� I � SDCB (SOLID LID) RIM- 424.21 iIE 12" CMP (N)=420.81 IE 12" CPP (E)=420.91 IE 12" CMP (S)=420.71 I SSMH RIM=424.95 I1 SDCB FILTER FABRIC PROTECTION NOTE IE 8" PVC (N)=412.55 1 / RIM=423.99 IE 8" PVC (S)=412.35 \ IE 12" CPP (W)=421.59 FILTER FABRIC PROTECTION SHALL ALSO BE i s,a INSTALLED ON PROPOSED DRAINAGE STRUCTURES HERON GLEN CONDOMINIUM SDCB WHICH HAVE OPEN LIDS AND MAY NOT BE VOL. 119, PGS. 77-79 RIM=423.69 I TRANSITION TO REMOVED UNTIL FINAL STABILIZATION. VOL. 121, PGS. 99-101 IE 12" CMP (N)=419.94 s a ROLLED CURB TO ' IE 12" CMP (S)=419.89 SOUTH AND EAST PROVIDE FILTER FABRIC PROTECTION PER C.O.R. SDCB s \ 1 SDCB 33' LONG STABILIZED STANDARD PLAN 216.20, TYP. RIM=421.08 EX. HYDRANT G� 1 0/ RIM=422.36 CONSTRUCTION ENTRANCE PER (SEE NOTE) IE 12" CPP (NE)=415.33 \ IE 12" CPP (E)=414.01 C.O.R. STANDARD PLAN 215.10 IE 12" CPP (E)=415.23 a s IE 12" CPP (W)=413.61 IE 12" CPP (S)=418.08 / °tea IE 12" CPP (S)=(CAN'T SEE PIPE) SSMH SDCB IE 12" CPP (W)-415.08 1 \ RIM=422.23 �s EX. HYDRANT RIM=419.83 \4 / SDCB IE 8" PVC (N)=412.53 IE 18" CMP (N)=417.73 SDCB PROVIDE SILT FENCE 2A / RIM=421.64 E 8" PVC (E)=412.38 RIM=420.41 AS NEEDED, SEE C.O.R. `s j c� E 12" CPP (N)=419.74 E 8" PVC (W)=412.23 IE 8;' CMP (E)=418.38 IE 12" CPP (N)=418.16 STANDARD PLAN 214.00 W. / y TREE TO BE IE 18 CMP (S)=417.33 REMOVED, TYP. / °s a s°\ a. a s.. CONCRETE S6EWALIK° �� s _ w wASPHALl ROADWAY w w "N- w w w w w w w w w/ w (V /. _.w. W. .Sow -w .o w w. �w -w �w w o. /. 4 N N 2 i' 2 / 5 0 . . . . . . . . . . . SE i70i STREE78.0' WIDE EASEMENT < / ! FOR ROADWAY k I/ 3 SO REC: NO. 4830148 & \ 50. . . . /. . . REC. NO.. 1884562 . SSMH Gp _ T \. �. S . s s.s s s. s. S s. s s.s s. s _s s s s. s _s -S.-S _�_s .s ° S RIM-423.36 'A �. \\ ./ . . N89'53'02"E 212.1.1 EX. EOP . . IE 8" PVC (N)=411.66 0 3 IE 8" PVC S-411.56 \ T7 > ( )- / �� 1 wcR ,. No N IGN IE 8" PVC (W)=411.66 / IE 8" PVC (NW)=411.76 41 flT SDMH RIM=422.78 se IE 12" CPP (N)=418.98 ---- ---- IE 12" CPP (E)=413.28 �. N ., ASPHALT. EX. TREE TO N. \.. / IE 12" CPP (S)=413.48 ° s REMOVED, TY r / DRIVEWAY I / SSMH 3 a RIM=42272 IE 8" PVC (N)=411.92 IE 8" PVC (E)=411.92 a 3 1`' \ - -°� °ffRCK BRICK �al� \ IE 8" PVC (S)=411.72 I TAX PARCEL 3 PROPOSED BUILDING LOCATION o / LV 1 I s I 292305-9�6 c\ I / SDCB Z I. \ ° HOUSE FFE-423.43 ' GARAGE FFE-422.39 / o II RIM=422.03 GRAVEL I _ ° z IE 12" CPP (W)=419.43 Q I - �I I 2 j� DRIVEWAY oo cl L - - - IE 18" CMP=417.55 DEC 3 16 18' 423 ` / / - _ -J _ Lam' r / - � W 1 } \ � / CONCRETE / 14"/ L't3 v 10' WIDE SANITARY SEWER m Q WALL i / / �� i EASEMENTS, REC. NOS. w '45 '` ! 7809190170 & 7810180107 (EASEMENTS WERE CREATED 3 ;\ o RIGHT TURN PRIOR TO 12' RIGHT OF WAY NO OUTLET Q�p j j Do SIGN CONVEYANCE) � o cD 38285 IST 12/26/ 1 00 I TAX PARCEL TAXPAR CEL 1 so N N EASEMENT TO OWNER OF 292305-9028 292305-144 TAX PARCEL 292305-9026 L "FOR PURPOSES DEEMED to APPROPRIATE" BY TESC LEGEND SURVEY LEGEND ® FILTER FABRIC PROTECTION (M) MEASURED ❑ T TELEPHONE RISER C.O.R. CITY OF RENTON SIGN POST X X SILT FENCE (R1) REFERENCE RECORD OF SURVEY, SD SD STORM LINE CLEARING LIMITS REC. NO. 201305OB900002 s s SEWER LINE FFE FINISHED FLOOR ELEVATION TREE REMOVAL (D ELECTRIC METER R- 405103 WCR WHEEL CHAIR RAMP UTILITY POLE PR 1 8000280 N WATER VALVE FIRE HYDRANT COTTONWOOD TREE B18003060 PINE TREE ® WATER METER IN COMPLIANCE WITH CITY OF RENTON STANDARDS REDWOOD TREE SEWER MANHOLE STORM MANHOLE MAPLE TREE DEVELOPMENT ENGINEERING TREE (DECIDUOUS) ❑ CATCH BASIN swarlick 04/24/2019 ASPHALT o MAILBOX CONCRETE JUNCTION BOX TELEPHONE MANHOLE SURVEYED: SCALE: DATE: SDM „ , 1 -20 vONTAL:: NAVD 1981 HORIZONTAL: NAD 191988 1 q CITY O F I JDL DUPLEX 04 05 19 / / 4 REVISED PER CITY COMMENTS CJM 4.5.19 CJA DESIGNED: DRD FIELDBOOK:/ 3 REVISED PER CITY COMMENTS DRD 12.28.18 CJA DATUM RENTON Planning/Building/Public Works Dept. TESC & TREE REMOVAL PLAN PAGE' NA 2 REVISED PER CITY COMMENTS DRD 11.13.18 CJA DRAWN: DRD ONE INCH DRAWING N0: 17707 1 REVISED PER CITY COMMENTS DRD 8.29.18 CJA CHECKED: TJR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: SHEET: OF: CJA 3 8 • • • IN J Q) Q) D Q) Q) D 00 2 PUGET S 21ST o 525 ST o � 0 w w In 0 � a o R. a Z > w N SE SE w N w 31ST �a Q ST SE 00 170TH ST o SITE SE 176TH ST w M GPI j GP�R RD s SE Q � 0 VICINITY MAP NOT TO SCALE TAX PARCEL 292305-9026 HORIZONTAL DATUM NAD 83/91 BASIS OF BEARINGS N89'16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5 VERTICAL DATUM NAVD 88 BENCHMARK CITY OF RENTON CONTROL MONUMENT #1863 TOP OF MONUMENT IN CASE AT EAST QUARTER CORNER OF SECTION 29-23-5 ELEVATION = 459.08 FEET REFERENCES RECORD OF SURVEY, REC. NO. 20130508900002 RECORD OF SURVEY, REC. NO. 8011069005 RECORD OF SURVEY, REC. NO. 8104229004 PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12 HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION THE WEST 254 FEET OF THE NORTH 81 FEET OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 42 FEET THEREOF. BOUNDARY NOTE THE LEGAL DESCRIPTION CALLS FOR THE NORTH LINE OF THE SUBJECT PROPERTY TO BE THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29. THE SOUTH LINE OF THE PLAT OF THRESHOLD 1 ADJOINING THIS LINE IS CALLED FOR AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. HOLDING THE NORTH LINE OF THE SUBJECT PROPERTY AS THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29 CAUSES AN OVERLAP OF UP TO 59t FEET OF THE SUBJECT PROPERTY WITH THE PLAT OF THRESHOLD 1. RECORDED SURVEYS UNDER RECORDING NO. 8011069005 (FOR SUBJECT PARCEL) AND RECORDING NO. 8104229004 BOTH HELD THE LINE AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. THIS SURVEY IS HOLDING THE SAME. I SDCB (SOLID LID) RIM=424.21 50' IE 12" CMP (N)=420.81 IE 12" CPP (E)=420.91 34 IE 12" CMP (S)=420.71 Q I SDCB Z RIM=423.99 SSMH IE 12" CPP (W)=421.59 0 5 10 20 30 RIM=424.95 SDCB SDCB IE 8" PVC (N)=412.55 .'.'.'.'.'.... RIM=422.36 RIM=421.08 IE 8" PVC (S)=412.35 IE 12" CPP (E)=41401 IE 12" CPP (NE)=415.33 SCALE 1" = 30' IE 12" CPP (W)=413.61 IE 12 CPP (E)=415.23 SDCB TRANSITION TO IE 12" CPP (S)=(CAN'T SEE PIPE) HERON GLEN CONDOMINIUM IE 12" CPP (S)=418.08 RIM=423.69 :.:.: :::::.:.:::.:.: 1 ROLLED CURB TO VOL. 119, PGS. 77-79 IE 12" CPP (W)=415.08 IE 12" CMP (N)=419.94 SOUTH AND EAST SDCB IE 12" CMP (S)=419.89 s s RIM=421.64 VOL. 121, PGS. 99-101 IE 12" CPP (N)=419.74 SSMH - RIM=422.23 1 • . • N s IE 8" PVC (N)=412.53 SDCB s IE 8" PVC (E)=412.38 RIM=420.41 s ..'.'.'.'.'.'. . A .....'.' .'.'.'.'...'.'.'.'.'.'.. IE 8" PVC (W)=412.23 IE 12" CPP (N)=418.16 D� �� . o SSMH �.'.'......... .... ............... ..... e1 i s ° s s CONCRETE' �IgEVVALK , s s i ... ... e s ........ .. .. .. .. .. RIM=423.36 s . S.'.' ' ..... .. .. .. .. .. .. ... .. ......... .... .................... '.'.........................SID................ ........... .. .. .. .. .. .... .......... ............................................. ..... .............................:........ASPHALT ROADWAY........................ .... . IE 8 PVC (N)- 411.66 ..................q. / ............ (�................... » c�'.'.So..'.'.'.'.'.'...2.' :............ SE':':17�'Tfi:':STREET :':':':':':': IE 8 PVC (S)= 411.56 ................... o ... ........ 2.. 8.O..WIDE.EASEM.ENT........... ............... ........ . ...... IE 8" PVC (W)=411.66 N....................................So.................................. ROADWAY FOR:•ROAD•WAY•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'............................ '�'.'.'.'.'.'.'.'.'.'.'. IE 8" PVC N W = 411.76 ., ... .... �/ .. NQ.QUTLU� f ... ..REO NO. 483014g.&........................................... �_......... ( ) o........So............rGN... ......... ...... ............................... ........ .. ....... ....�..r .SPGN REC.- NO: 8.84562. .. 1.J.':'.'.'.'.'.'.'.'.':I :'.'.....'.'... �.'SQ./' S '.'.'.'.' �.'.'.'.'.'.'.S.'v�.. .5. .5. 5.. 5. .'.'.'.;<5..�.- ...,��"-'. .'.'�'. S'.'. :'S' '� S...�' S. .. 11- - '.-S'.'._- _-S•.'.--- S ................. i....r.. . . .....................__..... . .... ... ............. N89'53'Q2"E. 212:11' .. o ..... . RIM=422.78 1 ..................... .h/CR......... ..... ® T E 12" CPP IIE 12" CPP (E)=413.28 .... ,- SDCB 0 6 ............................ s' ° RIM=419.83 IE 12" CPP (S)=413.48 sD N .•. ° .s IE 18" CMP (N)=417.73 }, s IE 8" CMP (E)=418.38 } .' I < SSMH 'IE 18" CMP (S)=417.33 RIM=422.72 u�� s 0 o w ;, I > IE 8" PVC (N)=411.92 -I ao B ..... ao 0 I - ' IE 8" PVC (E)=411.92 d .... .s ^ , ° y ... ....'.' ' s i o ^ J I LL., IE 8" PVC (S)=411.72 I N TAX PARCEL IE 8" CMP=418.92 N > 1 s 292305-9026 < .'.' W' ..'.'...1....'. .... c SDCB �.. �.... z s HOUSE z RIM=422.03 Q. I FFE=423.43 N I W - :..:.:•::.:.:•:•:. N I IE 12" CPP (W)=419.43 s GARAGE IE 18" CMP=417.55 .. ..Z . � . .... . N FFE=422.39 J L �r 1n. .. N Z N.: .. w • �� Ago, /J DECO' N89.53 02 E 212.11 SHED � CONCRETE 10' WIDE SANITARY SEWER . WALL 14 18 EASEMENTS, REC. NOS. ` > RIGHT TURN �� 16" 7809190170 & 7810180107 " " o °0 NO OUTLET EASEMENT TO OWNER :OF (EASEMENTS WERE CREATED�o.........1..... o SIGN \ TAX PARCEL 292305-9026 PRIOR TO 12' RIGHT OF WAY 00 "FOR PURPOSES DEEMED �D• w TAX PARCEL TAX PARCEL CONVEYANCE) ...... ...... IN 292305-9028 APPROPRIATE" BY 292305-9144 ..... OWNER OF TAX PARCEL � 292305-9028 .....�.......o....` b REC. NO. 20161207002134 SDCB z NORTH LINE OF SOUTH 157' RIM=419.55 SW 1/4, NW 1/4, SE 1/4 IE 12" CPP (W)=416.90 42' SEC. 29-23-5 N89.48'54"W 30' ~0- -0- I Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division w 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (S09) 674-7419 a Z W NORTH LINE OF SOUTH 36' N 1 /2, NW 1/4, SE 1 /4 SEC. 29-23-5 SD SD SD ❑ SD SD -❑ W rn S _ s S SSMH RIM=422.81 IE 10" PVC (N)=413.61 s IE 10" PVC (E)=413.31 IE 10" PVC (S)= 413.61 IE 10" PVC (W)=413.11 � 0 o 4 REVISED PER CITY COMMENTS CJM 4.5.19 3 REVISED PER CITY COMMENTS DRD 12.28.18 2 REVISED PER CITY COMMENTS DRD 11.13.18 1 REVISED PER CITY COMMENTS DRD 8.29.18 NO. REVISION BY DATE FOUND BRASS TACK IN LEAD IN CONCRETE PAVEMENT (11/15/17) co co 254' 42.0, 81' � co -� W co to y 3? LO 04 v Q 2y NI ,'WY ft N O '• v Iz l N C.O.R. #1866 FOUND 2" BRASS DISK IN LCASED CONCRETE MONUMENT (11 /15/17) 2 32 LEGEND (M) MEASURED C.O.R. CITY OF RENTON (R1) REFERENCE RECORD OE SURVEY, REC. NO. 20130508900002 FEE FINISHED FLOOR ELEVATION WCR WHEEL CHAIR RAMP M WATER VALVE FIRE HYDRANT ® WATER METER QS SEWER MANHOLE Q❑ STORM MANHOLE ❑ CATCH BASIN o MAILBOX ® JUNCTION BOX Q TELEPHONE MANHOLE ❑T TELEPHONE RISER dSIGN POST - SD SD STORM LINE - s s -SEWER LINE © ELECTRIC METER UTILITY POLE COTTONWOOD TREE PINE TREE REDWOOD TREE MAPLE TREE TREE (DECIDUOUS) ASPHALT s' s f. CONCRETE SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 „ , HORIZONTAL: NAD 1983/1991 CJA DESIGNED: 1 -30 CJA DRD DRAWN: CJA DRD ONE INCH DATUM CJA CHECKED: AT FULL SCALE TJR IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY CJA 1328.98' N89'53'02"E 1328.15' N89'30'50"W 1327.47' SE 168TH STREET N8916'57"E 2657.97' (M) 2657.96' (R1) I 3328.98' 00 0 co 00 0 co f, d- 28 C.O.R. #1863 Q:) FOUND BRASS PIN IN CASED Q:) CONCRETE MONUMENT 0) (11/15/17) I U ir o W 0 o Co co CID w to -L0 0- �o 0 o FOUND BRASS TACK IN M z CASED CONCRETE rn MONUMENT (11/15/17) 1326.54' 1326.54' 29 28 N88'18'28"W 2653.08' (M) 2652.88 (R1) 32 33 SE 176TH STREET SE 1/4 SEC. 29. TWP. 23 N., RNG. 5 E., W.M. SCALE: 1" = 200' Know what's below. Call before you dig. t.Rj CITY OF RENTON Planning/Building/Public Works Dept R-405102 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J111I swarlick 04/24/2019 ' JDL DUPLEX COVER SHEET & HORIZONTAL CONTROL PLAN DATE: 04105119 FIELDBOOK: N/^ PAGE: 'AV 1A 17707 SHEET: OF: Q 2 8 W Q) Q) D