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HomeMy WebLinkAboutzR-4066SetA PORTION OF THE NE 1/4, OF THE NE 1/4, OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON C!) Z W 5 W 0 rr n 2 LLI Z 0 rr H T W W 2 M 00 N N Ln O O C FOUND MON. IN CASE CITY OF RENTON # 1503 N: 181067.8826 E: 131 1396.6750 1 /8" COPPER PIN IN CONC. MONUMENT DOWN 0.7' +/— /\/ICIT�n in /')nl Ql FOUND MON. IN CASE CITY OF RENTON #478 N: 178418.3636 E: 131 1352.4030 1 /4" BRONZE PIN ON CHIPPED CONC. MONUMENT POST DOWN 0.65' +/— (VISITED 10/2018) CALL 81 1 BEFORE YOU DIG! FRONTAGE IMPROVEMENTS LEGAL DESCRIPTION: LOT 7, CEDAR GROVE PARK DIVISION NO. 1 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ASyoW��'C�' 2-° -PO°,A� 27460 O°o STE��° 07/15/2019 1061 ED DS RENTON, WASHINGTON n[o11►1WALlV _I1I it �■ • MIS _ 11On LLIL 0 101111 Mom M 1 - - -q mamm .- IN 111_ i ■ Y1119111 ul�• ��I�IF.� 1� � `� �I ■��III�1 >t■ � " ;;:LL1 11 p � �L ■ ■� Q_ ■i M1 ■ ■�mi 1111�■111_ ME • �1■n �rl�y M � lili�� �11111� = 10 li@�i�l• w ����I� ■ �� 1 1■�i� 1.. :■ ®1ie1� �■■■ � SC ■ � 111� i■i' : • � 11 � ISO MEN �■1 ■ � 111111 1 =1=� HIM 1 ■Illln IICt■1■■■ MIN ■m am MUM f: MR ■ ME M Mll E - Isom. ■ r r MlM I• ■.INS TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HANSEN SURVEYING & CONSULTING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. SURVEYOR NOTES: METHOD OF SURVEY: (1) INSTRUMENTATION FOR THIS SURVEY WAS A TOPCON 1 SECOND TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. (2) THE INFORMATION DEPICTAED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN DECEMBER 2018, AND SHOWS THE GENERAL CONITION EXISTING AT THE TIME. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON SURVEY CONTROL POINT #1503 1 /8" COPPER PIN IN A CONCRETE POST MONUMENT DOWN 0.7' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET AND UNION AVENUE NE. ELEVATION=401.02 FEET BASIS OF BEARINGS: CENTERLINE OF NILE AVENUE NE (S 00°00'26" E) REVISION SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: D. L. OFFE, P.E. DRAWN CHECKED: BY I DATE I APPR I APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M UTILITIES: WATER: KING COUNTY WATER DISTRICT SEWER: CITY OF RENTON SURFACE WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST SERVICES: FIRE: REGIONAL FIRE AUTHORITY SCHOOL: RENTON SCHOOL DISTRICT CONTACT INFORMATION #90 DEVELOPER/OWNER: TUSCANY CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206-714-6707 bob©tuscanywa.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 darrelLoffe@comcast.net SURVEYOR: HANSEN SURVEYING & CONSULTING 4227 SOUTH MERIDIAN, SUITE C-455 PUYALLUP, WASHINGTON 98373 OFFICE NUMBER: 425-235-8440 hansensurvey@comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 ROADWAY WIDENING DESIGN 3 CITY STANDARD DETAILS 4 CITY STANDARD DETAILS 5 LANDSCAPE PLAN 6 LANDSCAPE DETAILS AND NOTES 7 TOPOGRAPHIC SURVEY R-406601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING SURFACE WATER UTILITY ez 09/09/2019 jfarah 09/10/2019 ' :011 REGIONAL FIRE AUTHORITY +Tp APPROVED �'%`� CURRENT PLANNING �� cthomas 09/10/2019 amorganroth 09/23/2019 ' DATE: • CITY OF FRONTAGE IMPROVEMENTS 07/15/2019 TUSCANY CONSTRUCTION,LLC LDSOOK: 17 3 RENTON P VZOOF COVER SHEET DRAWING NO: Planning/Building/Public Works Dept. 5626 NE 2nd STREET RENTON, WASHINGTON SHEET:1 OF: 7 T N O O O� T A LJ 00 T C) O i w U) Z W 5 W O rr n 2 rW V Q z O rr H (NORTH) 30.00' (EX. R/W) 13.5' 1.5% MAX. 5 SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 16' VARIES 2% I - Li w w v z -u ry w w zl� 16' SAW CUT LINE \-4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 2nd STREET SECTION A -A, VIEWING EAST N H W W � A @EX. CULVERT END CB#2, TYPE 1 W/SOLID LOCKING LID RIM=425.28 STA. 1 1 +42.00 END 5 SIDEWALK AND 8 LANDSCAPE STRIP CONNECT AND MATCH EXISTING SIDEWALK, PLANTER STRIP, AND CURB. ADA RAMP - WEST SIDE NILE AVENUE NE SCALE: 1 " = 5' 5'X5' AC ADA RAMP TO IE-423 63 6" PVC N \ EXISTING GRAVEL DRIVEWAY' EXISTING SIDEWALK CROSS SLOPE FL=427.59 -i '> TC=427.99 98 FL=427.65 TC=427.7 �° 0 427.65 % BOW=428 FL=427.70 ° �S <D/° 428.0 7 =4 T ``� 9 // C 27.427.70 r ul 42 7. 7,3 BOW=426 CV 09 O r L=427.75 O TC=428.23 P 427.75 bUVV=427.88 r 0 CU 1 428.18 BOW=427.98 7��MH 16 '_8,4 RIM=4217 �..4 42S' INV=420.65 ° I (CENTER HANNEL) ,SOW=428.19 � EXISTING SIDEWALK -� CROSS SLOPE BOW=428.1 o CL=428.50 + ADA RAMP - EAST SIDE NILE AVENUE NE STA. 10+80.59, 10.0' LT. SCALE: 1 " = 5' IM ADA RAMP, SEE DETAIL LEFT 41(15"E) FL=427.39 IM=4 .94 TC=427.89 INV=42 .51 15"N) FL=427.45 INV=422.41 �15"E) FL=427.59 TC=427.91 TC=427.99 `l' FL=427.65 Co TC=427.74 FL=427.70 0 TC=427.74 BOW=428.06 o FL=427.75 cn TC=428.23 BOW=428.08 L=427.56 BOW= .88 =428.11 BOW=427.98 w 0 PARALLEL CURB RAMP 427,4i zI = L=427.30 BOW-428.19 PER WSDOT STD. PLAN F-40.15-02 w w I C=427.86 BOW=428.12 SEE DETAIL ABOVE z m 30' CL=42 i w LL- > 0 27,50 J Q z 00 x 427.11 x 427.37 IE=423.39, 12" D.I. ((SE) SEE DETAIL, BELOW 4 �2 I FL=426.80 IE=423.32, 12 EX. CONC.W) (PUBLIC) ( >, C \ ?SO1 ; Su I TC= 27.33 17LF 6 PV@S-1 00% 5'X5' AC ADA RAMP -WEST END OF SIDEWALK SCALE: 1 " = 5' 5' CONCRETE SIDEWALK PER CITY STD. PLAN #102 (TYPICAL) r�rrENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-02 STA. 10+41.82. 10.0' LT. END VERTICAL CURB AND GUTTE END PAVEMENT PROPOSED NEW WATER SERVICE AND METER FOR RESIDENCE ON 5626 NE 2ND STREET; INSTALL SERVICE PRIOR TO INSTALLATION OF CURB/GUTTER, SIDEWALK AND LANDSCAPING, WATER SERVICE UNDER SEPERATE PERMIT. (COORDINATE W/WD#90) w SD tyY J o� ' 29.63 30' 65, 1 5' 1 - 8' w z J Y J Q w 0 1 -0 10 I 4 9 v I—, 9.27 U) � I O (n 0 6 09 I0 N co rn m D m z G� 10.50' CL=429.11 BACK OF EXISTING • - ° (PRIVATE) B I I \�� A - • R/W LINE • I ��CB G • i :427 7 1 RIM= 6.78 40 I �•�. IE 423.1 r ♦ I I - 1 9 i INV= 6.09 3"E) INV= 4.49�12"E) I � i � I EX. 12" CO PIPE i I 00 1 FLOWLINE 2 28 ■■*■■■■■■■■■■ ■■ NEW cn A w ,� R=25.0 -42 .79 HIGH POINT L=39.85' ° 4 1 /2 DELTA DELTA=91 19'07" I GRAPHIC SCALE 4LF. 12 D.I. @S=1.50% EX. WATER LIN (WD#90) I �, - w ,� FL=426.90 L=42/. (PUBLIC) O 1 E LINE (WD#90) �� �19 ------ --------------------------- ----------------------- -- ___ ____SAW:_CUT_ LINE F^ TYPICAL ---------------------'' -_,WATER INTERSECTION 0 5 10 20 STA. 38+72.82, 8.82' LT. / a� STA. 10+00.00, NILE AVENUE NE BEGIN PAVING - O - - CL=427.32 I �L=427.77 STA. 40+00.00, NE 2nd STREET 25.8 1 o T =42 . inch = 10 feet 39+00 1 CL=426.73 (VISITED 12/201 I T b NE 2ND STREET - - - 42 40 STA. 38+82.87, 16.0' LT.,-'',- FL=426.49 X�„�E x 426.9 X. Wes- x 427.73 4� AS -BUILT 10-14-2020 BEGIN VERTICAL CURB, GUTSTZER, FL-424.68 - x 425.17 FL=424.87 x 4 5,8 A2 TC-426.61 FL=4 78" 7 05 - FI =497 F1 AND 5' SIDEWALK C=425.02 TC-425.18 FL=425.34 FL=425.91 FL=4 .41 TC=4� STA. 39+64.10 16.0' LT. R M 427.73 CONSTRUCTION RECORD DRAWING FL=424.96 - TC=425.36 TC=425.84 - TC=426.4 TC=42 92 PC. VERT. CURB AND GUTTER INV=420.76 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED - _ F� FL=426.63 (CENTER CHANNEL) BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED Tr' TC=4-_._ . INVERT AND RIM ELEVATIONS OF THE STORM SEWER SYSTEM. FIELD 40 STA. 38+84.50 15.08' LT. VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, CB#1, CONCRETE INLET, STD. PLAN 200.30 STA. 39+02.68 16.0' LT. ON OCTOBER 10, 2020. W/VANED GRATE 16' DRIVEWAY APPROACH PER R-406602 GRATE=424.85 CITY STD. PLAN #104.3 8"x6" TEE IE=423.45, 12" D.I. (NW) FL=425.28 2 EACH-8" 45° BEND (VERT.) IN COMPLIANCE WITH CITY OF RENTON STANDARDS (PUBLIC) INSTALL CAST IRON RING AND COVER 8" CLEAN OUT mrm c--rn Ml AAI An-7 9 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L yy o� DA STA. 39+38.05, FL=425.87 © STD. PLAN #406.1 , CONCRETE PAD PER WITH 6" CLEAN OUT STD. PLAN #403.1 AND RECORD DRAWING ��`oF°WASHY*6;' ° P T% a° oy°o� ' ° �^ z,4so �'`°�' -F STE����,� SS�ONAL° �� 10/14/2020 SURVEYED: 4 SITEITE SURVEYING, LLC SALE: VERTICAL: NAVD 19� HORIZONTAL:: NAD 1983/1991 DATUM CITY OF VR RENTON Planning/Building/Public works Dept. FRONTAGE IMPROVEMENTS TUSCANY CONSTRUCTION LLC ROADWAY IMPROVEMENT PLANS 5626 NE 2nd STREET RENTON, WASHINGTON DATE:10/14/2020 4 AS - B U I LTS DLO 1 0/ 1 4/20 DESIGNED: D. L. OFFE, P.E. 3 REVISED STORM DUE TO WATER CONFLICT DLO 03/03/20 FIELDBOOK: PAGE: 2 REVISED STORM DRAINAGE ALONG FRONTAGE DLO 02/27/20 °'�W"` ONE INCH DRAWING N0: 1 REVISED SIDE SEWER CONNECTION DLO 02/20/20 CHECKED: AT FULL S�`F IF NOT ONECINCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET:2 OF: 7 co Lu Lu 17 C) I I I I I I I I I I / I I I I I I I I I I I I I I I / U TREE PLANT SCHEDULE BOTANICAL NAME TREES Ulmus americana 'Princeton'* Acer griseum* Amelanchier grandiflora 'Autumn Brilliance'* COMMON NAME QTY SIZE REMARKS Princeton Elm 6 ,21'*cal Full and Matching, min. 8'-10' ht, 30' o.c. Paperbark Maple 1 1-1 /219 cal Full and Matching, min. 8'-10' ht Serviceberry 1 1-1/2" cal Full and Matching, min. 8'-10' ht Note: tree caliper is measured 4' above finish grade *Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees unless other watering arrangements have been made. SHRUBS and GROUND COVER BOTANICAL NAME COMMON NAME QTY SIZE REMARKS SHRUBS and GROUND COVER DV Viburnum davidii* ON Nandina domestica* AZ Azalea sp. 'Hino Crimson'* MG Miscanthus sinensis* FG Pennisetum alop. 'Burgundy Bunny'* E� Euonymus fortunei 'Emerald n Gold'* Ga Lavandula sp.* RH Rhododendron 'Purple Splendour'* G%R=Arctostaphyllos uva-ursi* Erica sp. 'Mediterranean Pink'* Bergenia sp. 'Bressingham Ruby'* Fragaria chiloensis* HOLD PLANTS Fn^"" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE David Viburnum 6 2 gallon Full and Matching Nandina 6 2 gallon Full and Matching Evergreen Azalea 8 2 gallon Full and Matching Maiden Grass 12 2 gallon Full and Matching Dwarf Ft Grass 6 2 gallon Full and Matching Euonymus 6 2 gallon Full and Matching Lavender 8 2 gallon Full and Matching Rhodie 10 2 gallon Full and Matching Kinnikinnik As req'd 1 gallon Full and Matching/Plant 30" o.c. Heather As req'd 1 gallon Full and Matching/Plant 30" O.C. Elephant Ear As req'd 1 gallon Full and Matching/Plant 30" O.C. Dune Strawberry As req'd 1 gallon Full and Matching/Plant 30" O.C. Plant In groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 2" MULCH LAYER FEATHER EXCESS _ SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE RREPARE PLANTIN BED 2. .. NOTE: 0 REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LESS THAN 1 GALLON CONTAINER 1 GALLON CONTAINER and LARGER ( PLANTED BEFORE MULCH ) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE Uj 2 Q Z NO. REVISION Ld L. SURVEYED: SCALE: 4 SITE SURVEYING DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: SCALE 1 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DUE TO ILLLEGAL REMOVAL OF ROW TREES INCLUDING MULTIPLE LARGE WESTERN RED CEDARS, NEW ROW TREES SHALL BE A MINIMUM OFX",�, CALIPER. THIS SHALL BE MEASURED AND CONFIRMED BY STAFF. 3" PER CONVERSATION WITH ALEX MORGANROTH ON10/1/2019 3x THE ROOTBALL DIAMETER STATE OF WASHINGTO JEFF M. VARLEY CERTIFICATE No. 774 SHRUB — PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL. SEE SOIL SPECIFICATIONS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. SHRUB PLANTING DETAIL NOT TO SCALE 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. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 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 SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM 2" DEPTH OF MEDIUM BARK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10, ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. 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 GROUND COVER: 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 MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON [;R Planning/Building/Public Works Dept. R-406606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 09/23/2019 ' BUILDING PERMIT TUSCANY CONSTRUCTION, LLC LANDSCAPE NOTES and DETAILS 5626 NE 2nd Street RENTON, WASHINGTON DATE: 04/04/2019 FIELDBOOK: PAGE: SHEET: OF: OF: 7 T N O O H H IZI- N O O A, u H H d� T rr LL I I I I I / I I I I I U DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 VJ I- Z 5W G W 0 rr n �W'RJ V I- Z O rr H J K O -A-1 IA / V B - I E C MIN MAx- DETECTABLE WARNING CURB RAMP, LANDING, CUT- SURFACE (DWS) - -{1�} �� A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 V j B 0.65" - IAI B D C 0.45" 0.90" -C- -- D 0.9" 1.40" BACK OF CURB - 2' - 0" MIN. - T I TRUNCATED DOME SEE NOTE 2 E 0."e" 0.2" TYP. OF ALL SECTION O APPLICATIONS TRUNCATED DOME SPACING SEE NOTE 3 \_ SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS CURB AND GUTTER -/ MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR wo Y WALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING t7 mOFFSET CURB RAMP SEE NOTE 8 WALKWAY WIDTH OF WALKWAY WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6) LANDING leDIRECTION OF w TRAVEL CURB RAMP m WWIDTH OF WALKWAY \ WALKWAY r LANDING WALKWF.Y CURB RAMP 11 �J WIDTH OF CUT - THROUGH (TYP.) NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Excepton: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. WIDTH OF CUT -THROUGH 1 (TYP, IG DETECTABLE WARNIN( SURFACE (TYP.) - • - SEE NOTE 3 WIDTH OF CURB RAMP BACK OF CURB - SEE NOTE 2 PERPENDICULAR CURB RAMP (SEE NOTE 6) L7 ISLAND CUT -THROUGH WIDTH OF CURB RAMP, LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - age71RtUIIII JRB - 2 Y - 0" MIN. SURFACE (DWS) -SEE NOTE 3 SEE NOTE 3 4� pR wAS//r7 C� BACK of CUR SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARN NG (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP r1 CURB RAMP WALKWAY ,I LANDING -7 1 f- WALKWAY I T n n n r IAt / DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING .:•1':7:• BACK OF CURB - z SEE NOTE 2 MEDIAN CUT -THROUGH I � � z b fV A WIDTH OF SHARED- P USE PATH OR O� y� zBSBo 40 Nw °D WALKWAY(TYPJ 7 63 C1 STER Gl' WIDTH OF CUT -THROUGH Zeller, 1 SHARED -USE Jull 12 2016 4:25 PM (TYP-) z PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPUTTER `� SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ........... SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) - Cvprn a, Jell SEE NOTES 4 & 5 Jul 520162.26PM STATE DESIGN ENGINEER SHARED -USE PATH CONNECTION Washington state Department of Transportation PLACEMENT GUIDELINES -j' LU CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH (e 1 NOTES CURB RAMP WIDTH - SEE CONTRACT PLANS \TJ CURB RAMP WIDTH 4'- 0" MN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. z z I LANDING TO MATCH CURB RAMP Curb Ramp location shall be placed withir the width of the associated LL I WIDTH -SEE CONTRACT PLANS crosswalk or as shown in the Contract Plans. 51:m LANDING GRADE BREAK LANDING "GRADE SEE CONTRACT PLANS - CURB RAMP GRADE BREAK 2. Where BREAK" is called out, the entire length of the grade GRADE 3 BREAK I 4' - D" MIN. CEMENT CONCRETE SIDEWALK - I break between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - 4' - 0" MIN, I PROVIDE SMOOTH SEE NOTE 5 3. Do not lace Gratings, pp p g , Junction Boxes, Access Covers, or other a urte- CEMENT CONCRETE TRANSITION TO _ p" Dances in front of the Curb Ramp or on any part of the Curb Ramp or SIDEWALK - SEE NOTE 5 I I SIDEWArA(TLKP) SEE CONTRACT PLANS - WIDTH 4' - 0" MIN. MIN' SEE CONTRACT PLANS ^ 4' - o" MIN. Landing. 2 0 MAX 2 O� MAX 4, See the Contract Plans for the curb design specified, See Standard Plan FLARE (TYP.) 3/8" EXPANSION BUFFER WIDTH - MATCH TO F-10,12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 3/8" EXPANSION I JOINT (TYP.) -SEE CURB RAMP STANDARD PLAN F-30.10 o, CURB RAMP DEPTH (TYP.) Pedestrian Curb details. JOINT (TYP.) - SEE I v'' v% 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF v "�• j See Contract or wan placement of sidewalk.d width f t Plans p GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS v, 6. The Bid Item °Cement Concrete Curb Ramp Type _" does not include 10.0% MAX '°'°00°°° ESE ESSEE#::' :EEE NIA)(- _ - „ toi� - v the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CURB, OR CURB AND GUTTER - CURB, OR CURB AND GUTTER - J CEMENT CONCRETE PEDESTRIAN CURB - 7. Pedestrian Curb, or Sidewalk. The Curb Ramp maximum running slope shall not require the ramp length SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE NOTE 4 D SEE NOTE to exceed 15 feet to avoid chasing the slope indefinitely when connecting FACE OF CLRB SEE STANDARD PLAN F-46.10 FACE OF CURB {� DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 t0 Steep grades. When applying the 15-foot maximum length, the running slope of the Curb Ramp shall as flat as feasible. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramp, Landing, and Flares shall receive broom finish. See TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Standard Specifications 8-14. LEGEND - SLOPE IN EITHER DIRECTION PLAN VIEW TYPE PERPENDICULAR A 1_ 4'-0"MIN. SEE CONTRACT PLANS SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 - 2.0% MAX. LANDING DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-46.10 16 - 0" MAX. SEE NOTE 7 GRADE BREAK CURB RAMP SECTION O OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) GRADE BREAK COUNTER SLOPE - 5.0% MAX. / TOP OF ROADWAY CEMENTCONCRETE PEDESTRIAN CURB - SEE NOTE 4 DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-46.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB 4 P'TRIc� AND GUTTER - SEE NOTE 4 4O QV ow CURB RADIUS DETAIL O� �8 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 34363 �O NWT �ISTBR 1" p ssfONAL ��G �N, LM<a HM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich N 6120113 STATE DESIGN ENGINEER DATE WoshinBlon State Department of Transportation SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALLTHE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALLNOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARC PLAN NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM). RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALLBE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. B. ALL UTILITY TRENCH BACKE LL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALLBE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START of CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE _ENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 22D.00, 220.10, AND 22D.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAYTHE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEJCATCH BASIN RIMS AD SHALL BE JUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 .o.R PUBLIC WORKS SURFACE WATER STANDARD PLAN P P R D: DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 -,.�,.mm,,,,. DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET_ ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SJRFACE WATER STANDARC PLAN NOTES 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DI-CHES, WHERE REQUIRED, SHALL BE OF BOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH DF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 81NICH ROCK 140- 70% PASSING; • 2-4 INCH ROCK/30-40% PASSING; AND • LESS THAN 21NCH ROCK / 10- 20% PASSING. 19, FOOTING CRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT EE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CRY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED -STORM" SHALL BE LOCATED.AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22, ALL NEWLY -INSTALLED AND NEWLY-REHABILITATEC (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SRALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORCANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FORACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24, FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL ORAMENO THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION =OR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRLCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED -O PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED, ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRA=FIC FLOW SMALL REQUIRE TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 21. PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 96 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4.3-050). 26. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS. ETC.) IN -HE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALKOR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.21.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE FAVEMENT. IF THIS TESTIS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS) TESTING OBSERVATION MAYBE ACCONPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C7781. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTi) STD. PLAN - 267.10 � Q�PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: V„ DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 I DATE 0� SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: D. L. OFFE, P.E. ° DRAWN: ,° 274602- I ONE INCH CHECKED: ��`'° �c/STE�°� AT FULL SCALE ,Si NIF NOT ONE INCH . L • • * SCALE ACCORDINGLY 07/15/2019 NO. REVISION BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M :45 All :45 At e CITY OF RENTON I;R . e Planning/Building/Public Works Dept. R-406604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING:0] jchavez 09/09/2019 FRONTAGE IMPROVEMENTS TUSCANY CONSTRUCTION, LLC CITY STANDARD DETAILS 5626 NE 2nd STREET RENTON, WASHINGTON DATE: 07/15/2019 ` PAGE: SHEET: 4 OF: 7 , LJ DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 C) 1 0 W I- A./ / I- Z CW G W O rr I5 L �UJJ V I- Z O rr H za" ' 1,2" a L _ II II I BOLT -DOWN SLOT. �1 SEE DETAIL AND II III'•F' 'y'lll 2 I.- CIA. HOLE NOTE 1 I 1 1/4" ' 44pQ4� I I BOLT -DOWN SLOT DETAIL L _ SEE NOTE 1 _ _ _ J a Q a Q TOP ®�o D�oG�O�O IL R2E", SEE NOTE 2 Or- Op�p�Vp®p�Op ISOMETRIC 4 3W 2 L SECTION B 151 MAX. T T 3' f R39•. SEE NOTE 2 s NOTES: 3 112E r 114' 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS CTHERWISE SPECIFIED. 1 S/g• PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE 5.'8•-11 NO x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER 4• DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER, "DIA. HANDLE 1prl,2 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN SECTION C LIEU OF THE RIB DESIGN. 3. REFER TO STANDARD SPECIFICATION 91 FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE iNTS) STD. PLAN - 204.10 a , PUBLIC WORKS L DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I Pw DATE c6kE CONCRETE SIDEWALK DIEFOREa66D MONOLITHIC CURS & tSEE DETNL O ATHS STEM TYPE C213, - ISOMETRIC VIEW (COMMFRCIA: , WITH BUFFER) CURB & GUTTER (SIFE NOTE 3) NOTES When a driveway width exceeds 15 feet, consbucta full deph expansion Joint with 3/1 Joint filler along the driveway lane lines FAMCFOtM (sco std. pion 102). Construct expansion jdn% parallel with the may, - AFroEVREnmCufaDl�u cenAkllneasrequired e:l5• maximum spaclhan ngwdriveway CONTRM:TIJNJMNT _ our 0.THUS 5�_ widths eKceed 30'. SMPLAN 1m b 1rp R "Or \ 4GADWAY 2. See sid. plan 102 for sidewalk details it • ' 3 Curb and putter shown, other curb designs maybe spea6ec. • • �. See aid. plan 101 for curb details ' . Ur 4 Not used 5. The englreef w13 design all driveways to Include elevedons a: all HUM DMMWYLOCnLAIA VPANSCN points marked with sym Dol "X". All elevaions, are at the back of JONRs DIA LeE FULL DEPTH Curt) top on uphill side. DEPRESSED MONOLITHIC CURB A GUTTER OLT AIL. 6. No; used 7. For nrivewey, Wktths Pao DRIVEWAY STANDARDS (See NOTE 10). The expansion jonts (see std. plan 102) shall be spaced as shown In the corresponding IBOme'Jfc New. 8. Slopes shall comply III secUons R303.2,1 or R303.2.2 or FACEOTADU1CW OLM R3032.3 of the Revised Draft Guidelines for Accessible Public 1 Rights-of-W&y of Novaaba 23, 2005 (PROWAG). 9 Curb roUns for any Type C-MAX Driveway may be approved on a caee-bycase basis. R GLIP11 C P 10. STREET STANDARDS Renton Municipal Code (RMC) 1•tE E ° Title IV Development Regulations CHAPTER 6 STREET AND UTILITYSTANDARDS '..• - Section 43.060STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTALL OR COMAERCIAL ONVEWAYS, AID ALLEYS ORIVE)NAY STANDARDS - Renton Municipal Code (F MC) Tide IV Development Regulations Driveway Example: TYPE C1B CHAPTER 4 R=ReeWvilfal C•CortyreTeyl - 1 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nwrt-Ofl.rw,---_ - --- J Section4-4-M PARKING, LOADING AND DRIVEWAY (MAI LATISC=MWWfI REGULATIONS 9�Idkr(PIMaI aSafp) e■"k'ND&41r - • !J� • PUBLIC WORKS CEMENT CONCRETE DRIVEWAY )STD'. A - 1042 7� DEPARTMENT ENTRANCES - NOTES AND DETAILS h OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. :45 AN Wes' :v'�4rr41:�H E 1 6', 12', OR 24" ONE 1T3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 'Q�e ssFF46, WASRUM [lips #3 BAR EACH SIDE 0 #3 BAR EACH WAY PRECAST BASE SECTION 93 BAR HOOP #3 BAR EACH CORNER 1 B" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION [1,R) PUBLIC WORKS [„ DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAN 17 CONCRETE ALL METAL PIPE if, CPSSP', 12 STD. SPEC. 9-05.20 SOLID WALL PVC, SPEC. 9-05.12(11 if, PROFLE WALL PVC, STD. SPEC. 9-05.12(21 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREAOF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN N THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREAOF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOTBE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAXIMUM. PRCRAC E A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DONN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. S. THE OPENING SHALL BE MEASURED AT THE 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 NONHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10 FRAME SHALL BE ADJUSTED TO PAVENENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH ASTRAIGHT EDGE OF SUFFICIENT LENGTH. 11 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH ANC REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 6EECF5B6-602A 4E4A-B436-A317AA638878 SEE N(ITE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION � � � � I I I I Il y NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND DRY, BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTJAPWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WI-H STANDARD SPECIFICATION 9.20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLFSS OTHFRWISF N01I DRAWING 15 NOr TO SCALE (NTS) • PUBLIC WORKS STD. URPLAN - 202.00 PRO DEPARTMENT CATCH BASIN INSTALLATION [AZ 9/28/2018 DATE pi WASyo�'.. 2-° 27460 �O°,A� O°o X" " / STF-19 SS�0NAL°°�� 07/15/2019 N0. :45 Al :45 Al FACE OF CURB _6irr 612E P 1r2"R. 1"R. 124 1 TOP OF m 12" R ROADWAY I r 1 6" - CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -6127� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12'R, ROADWAY 1 i� 1 DEPRESSED CURB SECTICN AT SIDEWALK RAMPS 318 6" CEMENT CONCRETE 12" R. 1" R. SIDEWALK RAMP VARIES OR LANDING FROM L WTOO 6" I 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _61r2_i SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF r 1 1• 112•R. ROACWAY 2, 1_ / 1 ,I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB r p 1. • • GUTTER SURFACE 1 0 •il, p a PREMOLOED ,' _ \ JOINT FILLER ' E FULL -DEPTH r R EXPANSION JOINT r V R. _612'-- 512 1• 12' R- _ - _ 1' R. 1 1 • � TOP OF ROADWAY 1 1 6 114• - 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 & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 a PUBLIC WORKS CEMENT CONCRETE CURBS n DEPARTMENT DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I- I I OLT-DOWN SLOT, I I 112" EE DETAIL AND OTE 1 I 314" 1 1114' I A TI I I LETTERING ISOMETRIC 24" 7 OR S EQUAL SPACES �•{ f DIRECTION FLOW 1 5l8' MAX. J SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 51W-11 NO IT Z' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00, SEE NOTE 1 SECTION B UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 a PUBLIC WORKS PRO DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 DATE SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: D. L. OFFE, P.E. DRAWN: ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M E rxN. yCRE515EE NOTE rl a MAN. (BEENOTESI _ -- _ (eEENOTEB) ICU OF PAVED DRIVII REQUIRED )e' RPAN&WN qWT IIYI.I IMF S .PUN IIW CE CC SK 3 cc� iW SEE NOTES g � RAI.P WITH IM IV SEE NOIEt J B CEMENTCONCRETE J 9LOPEIttP1 LURSENOIE]I 3 e•CONTRACTIpNJOINTrTYPI J (SEE STo PUN ITn PLAN VIEW rNKa ~- jm 8� a ]%NAx. SEE NOTEeMP) :I 8'IAN t., - d•NIN C...EreY/AI.I( W ExPAA]gN NOWT frYP 1 IB!! NOR ]I sECTON O IIEE Sm. PAN 1.. - SEEM. M I0+. D6FERERLE WSfOPE I.Wf \` -pRIVEWAY Wl ttNE eLOPE 140PE e1N]VMExACGEMTE01 I _ 6v. l i CEMENT CONCRE'E SIDEWALK TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB & GUTTER (SEE NOTE al For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 o PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPP 4,FWD: �N�o2 DEPARTMENT ENTRANCE - TYPE RIB OA AT: If Gregg Zimmerman. Public Works Administrator T RAISED EDGE DETAIL r-0- 6- SIDEWALK LEVEL ...1 77 ETTEND SI DEW -TRANSVERSE 1'-D' 1'-D" 3B"(IN)PRBAOIDED JOINT FILLER I/2.9N)R I JCIMS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE HIM DING 2.0%, I VP' (IN) ItMr.) - • I FOR CURB DETAILS SEE SEE STD PLAN 101 m 1'OM0. !..• WSJ r 1 �E70STINGROADWAY SK Axv' �r ,�)•. CRUSHED ROCK a45 4M,TM-- SEE RASED EDGE r1N. • SIDEWALK( DETAIL -THIS SHE TYPICAL LNDCR (,CIE®SURFAONG TOP COURSE(CSTC) AL C� SIDEWALM .FM TO 95% MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WANED er 1?(N4R(fYP,) ENGINEER) SIDEWALYPICALK CSTCUNDERNDER ALL Re. I ' 1 &% FOR CURB DETAILS CURB & GUTTER TO BE E THICKNESS OR N J11 SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK ]M P BASE, WHICHEVER IS GREATER(TYP. FOR ALI CURB IS GUTTER) FINISHED GRADE V(IN) BELOW 2'TOP OF CONCRETE SURFACE ADJACENT TO CURS 1, p MIN SIDEWALK . IN)RIp"Ill ROU DING 1/2'I �� -� 1.1% FOR CU Full DETAILS r SEE STO PLAN 101 e N .. 7 BRIDGE OR PEDESTRIAN RAILING . •�• FOR CURB DETAILS ADJACENT TO CURB BVRRIER-SEE SIDEWALK SFF "STD PLAN 101. (STEEP Flll SLOPES) CONTRACT PVJ1S I ALL OR BMRIER FLUSH / I SIDEWALK 1.5% t •N 112" N)R VERTICAL WALL- '�'1•'•' - SEEDETAIL •' 01e' (IN) PREMOLDED FILLER JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL VI PREMOLDED JOINT FILLER SIDE BUFFER STRIP TREATMENT SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE IIISIDElYA11( SECTIONS 17 (IN) R. (TYP') FORCURB DETAILS SEE S'D PLAN 101 • - - BROOMED FINISH "�rY?' 11t• •• •• OR MATCH EXISTING 4' WIDE. SMOOTH TROWELED PERIMETER FINISHEDGRADEFOR PLANTING LOW OF IF ,� / lll'f""' SURFACE FOR PUNTING -FLUSH IF PAVED ,• Id. q ' V ^ CEMENT CONCRETE CURS ADJACENT TO BUFFER STRIP Ce/ (CURB AND GUTREF SHOWN) FOR CURB DETAILS SEE STD PUN 101 NOTES �I 1. Four feet of the sidewalk width shall CONTRACTION JOINT 6a the minlmLm pedestrian IN SIDEWALK( ONLY •�►I�4 accessible mule, •._I free of vertical ► • . 41 Ao •.• and horizonta obstructions. Gratings, r7 ►' • • 4 ' Access Covers, Junction BcI _ FULL -DEPTH EXPANSIJOINT IN BOTH Cable Vaults, Pull Boxes and other �\ - CURB AND SION DEWALK(SEE STD PUN 101-1) • • appurtenarLces within the sidewalk � must be flush With surface, and matchs'B• C CONTRACTION JOINT grade of the sidewalk. JOINT ANDFINISH ill DETAIL • . 2. Monolithic Cement Concrete Curb and Sidewalk Is not • ,P� T permitted ID new For other referenced NOTES sae • • .. :Of struction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement 2oncrete Curb oulld per W500T JOINT OLLDLER Standard Plan F-30.I M3. Paved Surfaces must comply with STD PLAN 1021 as applicable. E FULL -DEPTH . 3. Concrete to be4,000PSL pP EXPANSION JOINT L,� PUBLIC WORKS CEMENT CONCRETE SPD• PLAN - 102 PPR,1'' „` DEPARTMENT SIDEWALK :CIS AN CITY OF RENTON [;R . e Planning/Building/Public Works Dept. 0 1••1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 09/09/2019 FRONTAGE IMPROVEMENTS TUSCANY CONSTRUCTION, LLC CITY STANDARD DETAILS 5626 NE 2nd STREET RENTON, WASHINGTON DATE: 07/15/2019 ( PAGE: SHEET: Z OF: 7 1W �J Q0 Nt 1 1 0 LLJ Cl) z W LLJ O rr n rLLI V z O rr H N W W U7 (NORTH) 30.00' (EX. R/W) 13.5' 1.5% MAX. 5 SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 STA. 11 +42.00 w END 5 SIDEWALK AND 8 LANDSCAPE STRIP c w CONNECT AND MATCH EXISTING SIDEWALK, Cn z PLANTER STRIP, AND CURB. FENCE 0.0'+ 0.17 � J =� w NIZ w w Z U 16' _ VARIES I 2% 16' I SAW CUT LINE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE N\-CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 2nd STREET SECTION A- A, VIEWING EAST STA. 38+70.00. 18.9' CB#2, TYPE 1 W/SOLID LOCKING LID RIM=425.25 IE=422.89, 12" (PUBLIC) J �P� off\ GAP G 3.8 % h A 3.6% G 5'X5' AC ADA RAMP -WEST END OF SIDEWALK SCALE: 1 " = 5' 0 11��1� i I Gam, ��. I IE= 3.10 1 I EX. 12" CO IpF7 O I co I 14LF. 12" D.I. @S=1.00% (PUBLIC) STA. 38+72.82. 8.82' LT. BEGIN PAVING CL=424.98 0.6%� 7.2% ,s9 � , �9 1 .5%, 7.3% � �-EXISTING ROAD CROSS SLOPE x 4c7,U•, ® 429.09 10'A 5' CONCRETE SIDEWALK PER CITY STD. PLAN #102 (TYPICAL) PERPENDICULAR CURB RAMP ADA RAMP - WEST SIDE NILE AVENUE NE PER WSDOT STD. PLAN F-40.15-02 SCALE: 1 " = 5' 5,90 22"A D'DOPOSED 6" SIDE SEWER FOR NEW 3IDENCE ON 5626 NE 2ND STREET; TALL SIDE SEWER PRIOR TO INSTALLATION SIDEWALK AND LANDSCAPING, E SEWER UNDER SEPERATE PERMIT. 17.15 STA. 10+41.82 10. 0' LT. END VERTICAL CURB AND GUTTE END PAVEMENT I w SD 9,27 D (n (n I Y O o U O TI 29.9 429.63 rn O I N W rn D 4 0 (n a a 30' v 6.5' 5' 8' 10.50' ,71 CL=429.11 429,10 BACK k1r OF EXISTING it Ai r i ire w y z I � ❑x 42�t . PHONE (� o Cf�l SER w m Y U J Q (n N o � 0 w z o Q J � o n 428.4 1 EXISTING SIDEWALK CROSS SLOPE FL=427.59 1 TC=427.99 98 FL=427.65 TC=427.7� ��° 427.6�_ 428.07 � BOW=42R FL=427.70 ��h ° TC=427.7427.70 ° /7 � 427.73 BOW=428. .0 FL=427.75 ° TC=428.23 A° U' 427 BOW=427.88 421 211,4 SSMH RIM=428 7 INV=420.65 (CENTER HANNEL) EXISTING SIDEWALK P8. 7 CROSS SLOPE pl - o CL-428.50 + STA. 10+80.59, 10.0' LT. � ° 7 8 \BOW=427.98 428.16 ° BOW=428.19 BO��'-428.1 ADA RAMP - EAST SIDE NILE AVENUE NE SCALE: 1 " = 5' ADA RAMP, SEE DETAIL LEFT 4 FL=427.39 IM=4 .94 TC=427.89 I INV=42 .51 15"N) FL=427.45 INV=422.41 �15"E) FL=427.59 TC=427.91 TC=427.99 4 �`' o FL=427.65 TC=427.74 FL=427.70 a \ o TC=427.74 BOW=428.06 FL=427.75 I cn TC=428.23 BOW=428.08 4 L=427.56 BOW= 88 ° =428.11 BOW=427.98 w PARALLEL CURB RAMP z I L-427.30 BOW=428.19 PER WSDOT STD. PLAN F-40.15-02 TYP. a . 427,47 [C=427.86 SEE DETAIL ABOVE D w - BOW=428.12 30' z m CL=427 w LL_ F-40.12-03 > o QI 427,50 W SEE THE FOLLOWING Q LINK: Z m 1 HTTPS://WWW.WSDOT. A WA.GOV/PUBLICATIONS ' a /FULLTEXT/STANDARD S/ENGLISH/PDF/F40. x 427.11 12-03_E.PDF PROPOSED NEW WATER SERVICE AND METER FOR RESIDENCE ON 5626 NE 2ND STREET; x 427,37 INSTALL SERVICE PRIOR TO INSTALLATION OF I FL-426.80 CURB/GUTTER, SIDEWALK AND LANDSCAPING, �Q� I TC- 27.33 WATER SERVICE UNDER SEPERATE PERMIT. �2s - (COORDINATE W/WD#90) �' SD I R/W LINE ' I CB A ; =427 7 � RIM= 6.78 N 8 8'4 0 2 I � 9 INV= 6.09 3"E) 2,. INV= 4.49�12"E) �'AC - 4. i \I4v I 4 I 00 FLOWLIN 42 28 ■ ■ ■ ■■ :• i c� I ��' _ R=25.0 '=42 .79 A NIGH POINT L=39.85' 1 /2 DELTA DELTA=91 ° 19'07" FL=426.90 L=427. C,4 n _ TC=428.19 ----SAW CUT_ L _------ -- EX. WAT R LINE (WD#90) ML EX WAEii• LI0*m� AID . 425.12 P CL=427.32 x 427. 0I L=427.77 FOUND HL13ANINTERSECTION CL=425.2 +00 12` CL-426.73 (VISITED 12/201 I T=428.28 STA. 10+00.00, NILE AVENUE NE NE 2ND STREET E- - - - I42 40 STA. 40+00.00, NE 2nd STREET STA. 38+82.87. 16.0' LT. 24 93 x 426,92 x 427,73 FL=426 49 BEGIN VERTICAL CURB, GUTTER, AND 5' SIDEWALK IC=425.02 FL=424.96 TC=424 ?' STA. 38+84.50. 15.08' LT. i CB#1 , TYPE 1 W/VANED GRATE x 424.92 GRATE=425.00 IE=423.50, 6"�N) IE=423.03, 12' D.I. (NW) (PUBLIC) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �a 5'X5' AC ADA RAMP TO EXISTING GRAVEL DRIVEWAY SEE DETAIL, BELOW / 4 12' 19LF. 6" PVC @S=1.00% (PRIVATE) x 425,17 x 4 5.8o FL=4 7.05 FL=427.19 FL=427.61 FL=424.68 FL=424.87 FL=425.34 TC=426.61 TC=425.18 TC-425.36 FL=425.9 AFL=426.41 TC=42 STA. 39+64.10 16.0' LT., R M 427.73 TC=425.84 TC=426.43 TC=426.92 PC. VERT. CURB AND GUTTER INV=420.76 FI FL-426.63 (CENTER CHANNEL) STA. 39+02.68 16.0' LT. 16' DRIVEWAY APPROACH P CITY STD. PLAN # 104.3 FL=425.28 27460 o�FSS �� �NAL'��\ 07/15/2019 N0. (Z) STA. 39+38.05, FL=425.87 SURVEYED: SCALE: 4 SITE SURVEYING, LLC VERTICAL: NAVD119158 HORIZONTAL: NAD 1983/183/1991 CITY 0 F DESIGNED: D. L. OFFE, P.E. ; R E N TO N DRAWN: ONE INCH DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GRAPHIC SCALE 0 5 10 20 I inch = 10 feet R-406602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY jchavez 09/09/2019 dchristen 09/10/2019 SURFACE WATER UTILITY jfarah 09/10/2019 DATE: FRONTAGE IMPROVEMENTS 07/15/2019 ` TUSCANY CONSTRUCTION, LLC PAGE: ROADWAY IMPROVEMENT PLANS DRAWING NO: 5626 NE 2nd STREET RENTON, WASHINGTON SHEET:2 OF: 7 X,