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Home My WebLink AboutP_Civil Construction Plans_171114_v3co LO t -J I I LU I— • I CEDAR LEGEND C 76oe IVq RI RIM = 99.75' SID 72`CONC IN N=94.39' STORM DRAIN PIPE® IE 12`CONC IN E.=94.23' — — — — — IE 12'CONC OUT W.=94.15' 'CON GRIM - 98.94'\ l 12'CONC CULVERT lE 12'CPIE 12UIN E.=9933.3291' OTN.. if N. END=96.45' (OUT IS HIGHER)IE S END=98.81' 8 CMP. CULVERT 1 /E N. END 9a 00' IE S 98 28' IE N. END -97.11' \ R/M = 98.04 lE 121CPP IN N.=96.19' if 12"CONC OUT Sf.=96.14' SURVEY LEGEND SYMBOLLEGEND SECTION CORNER 004100 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED FLI POWER TRANSFORMER © POWER VAULT ® POWER METER E— GUY ANCHOR STREET LIGHT ® GAS METER 10 CABLE TV RISER ❑ TELECOMMUNICATIONS RISER POWER POLE W/ TRANSFORMER Alf- POWER POLE W/ UNDERGROUND CONDUIT CQ ROCKERY ® SANITARY SEWER MANHOLE • YARD DRAIN < CULVERT P WETLAND FLAG n SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE LINE LEGEND I o °° Tp�loB£�3gg�10�j-\\k Tpf�o£�3£�3gg�10��0 �p�lo��3g��2�0o�C�0 �� Tpf�o�Bgg��0�340 Tpf�o£�3£�3gg�10�00 �� Tp�lo£�3F�3gg�10�770 Tp�]o�Bgg��0�g0 RA OF �,,� �pLnloB£�3gg�10300 �pLn oF�3�JJ�� 0310 Tp� o�Bgg�� 030 ° ° 12• CMP CULVERT /E SE. END -199.25' \W/ TRASH RACK 6.OA1 \ N89"40'63"W 0,�- �OA 6'OA 70' ` \ / 6"OA72"OAj 1000.00' S_ 1 r`oi�� 7` o m O cv �d -- C s"oA SIJ_ r, 208 O$ sfn/c ( \ so 10"0. M :a 8 FO,d !�� h d f0"M 3 ) 6` O N > >� M 401, \ ^ 1 js_ 8"BAOA a•oA 8 OA 8% O 2" c0 W 421' [ 79 fid'\ _ c9 �7 ca c� 2 00 b O 10 A ` w w w _ iSf 6' o O f0 OA f0 OA gg 'O'DA .M \ Q) + (�) O c� O O O I I CID 20 NJT N X20 4 y w 29 ! ' ti,. 2 A( \ I ri S N r c9 8 O \ \ A +V,9A 12"oA - 1' M �^ 72'OA 14 -OA (''j �.OA 6 A"\ s� c99 O 2 g N 8-m'\ \ 8'oA OA 12 -OA r- 12"OA 2 M N M O. 9 m �+ 1o•M \�\ �` \ 15' ACCESS EASEMENT FOR \ 7�A ° \ 1 j 6 OA a'oA1 OA \ \ \ \ i % 26•C°ne \0 0 W W W W I I \ I \ \'6010\ � Of0'oA O` \ \ I SHED ' 6"OA I afl \ \ ` 014 a+ / 12'M l 2 2 W W W W W W y o \ LOT 1 ACROSS LOT 2 7 A \ 3o O 0 0 pI I 'Y:': ,\ ---- 0•COT 8 hr 2 72 M /ACAS w w '� w w w w m o / I I I I ' ' \' ofo�+� /^-�s M I 8 oA EMERGENCY ACCESS - y1 Os•oA >jl \ 8/ M 1 i�4i 3s M \ O - W I W o ��y _M N 16 M L./ls V I 1 j ) nN o 7-��II� /1 ` 2 1 Q w w w c� M a C c� cL ao I c9"OA V , , 8"C 6 -COT 6" {�8'A / 0 6 A f f r��d �� 0 2 sroRr woo0 r^vn� r��tO c�9 �6 10 �(//� EASEMENT roo N .•x•; 3 �y A�� / ° s `' 2s 1 T C:IYf#'r?"'GI✓ PE �/rK �K p �� LO BASEMENT & � ; Q t 6!12' I �/ �^'� W �'s 0 7 0B / 7a9 - �.,,�" - O I 1 I w I L I" �„ L W T Lr1 D W I I I I I I 1 I FFE=15329' ;. *: N. D6k153X8' \ \ 8 M \I 0"OA \:J I �� rr m f0 C �O. 2 per. <p ¢ N r'O 1 CD 0 (100'S—i M 8"OA � 6b O •gym c� G `� AC7N c I I x•: � / \ 2 STORY WOOD /,'"\ �\ 12" ^^ 12' EASEMENT h, I + BUILDING 1 L;,f O �� 6'M a FOR 7HfON.D�Nf 1 I I// I I I \ OP ^�_ \ I �� \ 1 1B\A \\ p1\ \t ) • B,V� 8'l� I`7 AI;A3 w W .v w W w w w W in / at \ I 1 1 _Up \ 16"COT \ 1 `r,✓8IRA O 8^M �O 20'M I �••M W Q281. 6`M N I zi I \ l \ 128'M ) 8"OA 8"OA 1 \ \8 M M N OF THE S 706' _ REC. Nq. 3669076 �0P = ` .e� _ c _A 1;e5 °" f _GAS \ A GASB\. !•:'- 0 `�'�::•'�.✓ ....\•. L. ,"RSA II -- -r =.rN O \� SSSMH 7577 RIM = 186.71' \ 8 PVC IN E. & OUT W. IE C7R. CHNL.- 177.10' "' CEDAR LEGEND SS 12"F PROPOSED STORM DRAINAGE SID STORM DRAIN LINE STORM DRAIN PIPE® CATCH BASIN, TYPE 1 — — — — — --ROOF AND FOOTING DRAIN WITH VANED GRATE — — DECIDUOUS BOUNDARY CATCH BASIN, TYPE I — — GAS LINE PER PSE ASBUILTS LOT LINE WITH SOLID COVER CHAIN LINK FENCE LINE —X X RIGHT-OF-WAYO CATCH BASIN, TYPE 11 + APPROVED: 111 GUTTER, FLOW, & CURB LINE WITH VANED GRATE — EXISTING RETAINING WALL CENTER LINE O CATCH BASIN, TYPE 11 EASEMENT WITH SOLID COVER — — — — — — — BUILDING SETBACK LINE (BSBL) • CLEANOUT • • • ----------- w WETLANDS SWALE OR DITCH YARD DRAIN —X X X— FENCE ® OVERFLOW STRUCTURE TREELEGEND 10' CONTOURS MAILBOX 2'CONTOURS J§_ SIGN RETAINING WALL ROCKERY ❑ ASPHALT PAVEMENT ^ KEYSTONE WALL _ GUARDRAIL EXISTING PAVEMENT I ® BARRICADE ---J AREA TO � GRAVEL fBE CLEARED f CLEARING LIMITS c CONCRETE TW TOP OF WALL ELEVATION ® RIPRAP BW BOTTOM OF WALL ELEVATION (MEG) MATCH EXISTING GRADE FG FINISHED GRADE ---------------- SAW CUT LINE PROPOSED SANITARY SEWER AND WATER SEWER MAIN 0 SEWER MANHOLE SEWER FORCE MAIN • CLEANOUT SEWER SERVICE 0 WATER METER WATER MAIN t FIRE HYDRANT — — — — — — — WATER SERVICE AIR/VAC RELEASE VALVE TEE (FL) If T TEE (FLxMJ) BLOW OFF 1--C 11 1/4° BEND (MJ) K GATE VALVE (FLxMJ) Y- C 22 1/2° BEND (MJ) N GATE VALVE (FL) �—C 45° BEND (MJ) IIK TAPPING TEE �C 90° BEND (MJ) K REDUCER CONCRETE BLOCKING I E ADAPTOR (FLxMJ) L CAP (MJ) SURVEY LEGEND SYMBOLLEGEND SECTION CORNER 004100 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED FLI POWER TRANSFORMER © POWER VAULT ® POWER METER E— GUY ANCHOR STREET LIGHT ® GAS METER 10 CABLE TV RISER ❑ TELECOMMUNICATIONS RISER POWER POLE W/ TRANSFORMER Alf- POWER POLE W/ UNDERGROUND CONDUIT CQ ROCKERY ® SANITARY SEWER MANHOLE • YARD DRAIN < CULVERT P WETLAND FLAG n SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE LINE LEGEND I o °° Tp�loB£�3gg�10�j-\\k Tpf�o£�3£�3gg�10��0 �p�lo��3g��2�0o�C�0 �� Tpf�o�Bgg��0�340 Tpf�o£�3£�3gg�10�00 �� Tp�lo£�3F�3gg�10�770 Tp�]o�Bgg��0�g0 RA OF �,,� �pLnloB£�3gg�10300 �pLn oF�3�JJ�� 0310 Tp� o�Bgg�� 030 ° ° 12• CMP CULVERT /E SE. END -199.25' \W/ TRASH RACK 6.OA1 \ N89"40'63"W 0,�- �OA 6'OA 70' ` \ / 6"OA72"OAj 1000.00' S_ 1 r`oi�� 7` o m O cv �d -- C s"oA SIJ_ r, 208 O$ sfn/c ( \ so 10"0. M :a 8 FO,d !�� h d f0"M 3 ) 6` O N > >� M 401, \ ^ 1 js_ 8"BAOA a•oA 8 OA 8% O 2" c0 W 421' [ 79 fid'\ _ c9 �7 ca c� 2 00 b O 10 A ` w w w _ iSf 6' o O f0 OA f0 OA gg 'O'DA .M \ Q) + (�) O c� O O O I I CID 20 NJT N X20 4 y w 29 ! ' ti,. 2 A( \ I ri S N r c9 8 O \ \ A +V,9A 12"oA - 1' M �^ 72'OA 14 -OA (''j �.OA 6 A"\ s� c99 O 2 g N 8-m'\ \ 8'oA OA 12 -OA r- 12"OA 2 M N M O. 9 m �+ 1o•M \�\ �` \ 15' ACCESS EASEMENT FOR \ 7�A ° \ 1 j 6 OA a'oA1 OA \ \ \ \ i % 26•C°ne \0 0 W W W W I I \ I \ \'6010\ � Of0'oA O` \ \ I SHED ' 6"OA I afl \ \ ` 014 a+ / 12'M l 2 2 W W W W W W y o \ LOT 1 ACROSS LOT 2 7 A \ 3o O 0 0 pI I 'Y:': ,\ ---- 0•COT 8 hr 2 72 M /ACAS w w '� w w w w m o / I I I I ' ' \' ofo�+� /^-�s M I 8 oA EMERGENCY ACCESS - y1 Os•oA >jl \ 8/ M 1 i�4i 3s M \ O - W I W o ��y _M N 16 M L./ls V I 1 j ) nN o 7-��II� /1 ` 2 1 Q w w w c� M a C c� cL ao I c9"OA V , , 8"C 6 -COT 6" {�8'A / 0 6 A f f r��d �� 0 2 sroRr woo0 r^vn� r��tO c�9 �6 10 �(//� EASEMENT roo N .•x•; 3 �y A�� / ° s `' 2s 1 T C:IYf#'r?"'GI✓ PE �/rK �K p �� LO BASEMENT & � ; Q t 6!12' I �/ �^'� W �'s 0 7 0B / 7a9 - �.,,�" - O I 1 I w I L I" �„ L W T Lr1 D W I I I I I I 1 I FFE=15329' ;. *: N. D6k153X8' \ \ 8 M \I 0"OA \:J I �� rr m f0 C �O. 2 per. <p ¢ N r'O 1 CD 0 (100'S—i M 8"OA � 6b O •gym c� G `� AC7N c I I x•: � / \ 2 STORY WOOD /,'"\ �\ 12" ^^ 12' EASEMENT h, I + BUILDING 1 L;,f O �� 6'M a FOR 7HfON.D�Nf 1 I I// I I I \ OP ^�_ \ I �� \ 1 1B\A \\ p1\ \t ) • B,V� 8'l� I`7 AI;A3 w W .v w W w w w W in / at \ I 1 1 _Up \ 16"COT \ 1 `r,✓8IRA O 8^M �O 20'M I �••M W Q281. 6`M N I zi I \ l \ 128'M ) 8"OA 8"OA 1 \ \8 M M N OF THE S 706' _ REC. Nq. 3669076 �0P = ` .e� _ c _A 1;e5 °" f _GAS \ A GASB\. !•:'- 0 `�'�::•'�.✓ ....\•. L. ,"RSA II -- -r =.rN O \� SSSMH 7577 RIM = 186.71' \ 8 PVC IN E. & OUT W. IE C7R. CHNL.- 177.10' "' CEDAR DITCH LINE SS 12"F SANITARY SEWER LINE SID STORM DRAIN LINE 12"M JJJ OVERHEAD POWER LINE — — — OT OVERHEAD TELECOMMUNICATIONS LINE 12"D DECIDUOUS OVERHEAD POWER AND TELECOMMUNICATIONS GAS 12"M GAS LINE PER PSE ASBUILTS —X X X— CHAIN LINK FENCE LINE —X X X— WOOD FENCE LINE + APPROVED: 111 WIRE FENCE LINE EXISTING RETAINING WALL HATCH LEGEND CONCRETE ASPHALT PAVING PAl9NG BUILDINGS w WETLANDS . GRAVEL "' SURFACE TREELEGEND 12"C CEDAR 12"A ALDER 12"F FIR 12"COT COTTONWOOD 12"M JJJ 12"CY CHERRY 12"M CLUSTER 12"D DECIDUOUS 12"M JJJ 12"M MAPLE p 12"OA OREGON ASH STUMP APPR APPROVED: 111 " CONIC CULVERT@,+ lE E. END=751.11' lE NW. END -15356' NO SE. END FOUND -e° t7� AS �_�a<< . _ u ► - tea• ►1�rl�lrrf;�• :::_• p�! ti ��pD ^pop N89°4 W �p Y �pM og4��77�0400 ^T - I ---II / ea -07 i�-� �1• aT-aT•yafi `rty=. 8"OA \ \A s f0 8 +� L \�\ AC .:.::":.`.•. • .�."A..S G+rc. GAS GAS—.G .CTAS -":-'_. {iABy-M-r.�..:8' 12'OA \ \ / } 38•C ` �� "0 W w o .-,+'.,..:''•^.+" ;:;;yCHICKf �" 70'?OA 80A'<,;j8'OA 8" A Ilk - 4W 20' C 2 r r1• \ I �.:� 80 OA � W 2x1 O O � tL..l o 3 ` 30'M O 6x O 4 f0' 2- 7A c9 � . Ll 12" . o N O o 4 FIWFNC (17g _ %%—�� ` N � � � ��' N N �' i3iN 6 Q I T -BAR POS75 1 $ 8O 84.— YARD 4 , 186— — >�8 .81' 1 ACAf RIMY= 1DR54 I I 15' WATER UTILITY 4 FLEX OUT W.=172.69' I __ _ EASEMENT ' I i �\,\ 11 �q �q Al, O� q Al, \\ I BUILDING ^�� `o �e�° I ^ I iIII I� �o o \ 6'BFNC I �� I BUILDING �� all ��% v A\ I O O O I� I O O \ \\ II i ► ��o I ��o I �Q� �I �q� �„o goo I EXIST. ACCESS TRACT I o�� I �o � \ �� ;CESS I ��Oo \\ mac' EASEMENT V ROW DEDICATION FOR NEW DRIVEWAY APRON SSMH 7535 RIM = 173.20' IE 8PVC. IN E.=166.28' IE 6 PVC. IN NW.=166.75' IE 8'PVC. OUT S-166.06' 1. The SEPA responsible official shall issue a revised SEPA addendum that provides for consistency with the terms of this decision. If the SEPA responsible official determines in its independent discretion that revisions needed for consistency are not consistent with SEPA, the official shall file a request for reconsideration so that this decision may be revised accordingly. 2. Tract H shall be developed for emergency access only along with a gate that prevents general vehicular access from 32nd PI. The emergency access shall conform to applicable fire access standards as modified by the authority of the Fire Chief and other personnel with appropriate administrative jurisdiction. To the extent compatible with emergency access improvements, a pedestrian pathway shall be included across Tract H to the extent necessary as determined by planning staff to provide safe walking conditions to and from school bus stops. The applicant shall supply proof of emergency access rights across Tract H prior to final plat approval to the Current Planning Manager. The final plat shall depict Tract H as emergency access only. 3. An emergency turn -around shall be added to the project site as found necessary by the Fire Chief to conform to applicable fire standards. 4. The applicant shall provide landscaping within Tract H that visually screens the shared driveway within Tract H from the abutting residential properties. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 5. The applicant shall provide a permanent four -foot (4') to six foot (6) tall fence outside the shoulders of the Tract H emergency access. The applicant shall coordinate with the neighboring property owners prior to construction. The fence shall maintain compliance with height and vision clearance sections of the code. A fencing detail, location and cross section shall be identified on the final landscaping plan. The final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 6. The applicant shall install a wood, split -rail fence with wetland signage along the west boundary of Category III wetland buffer. The fence (with signage) shall be constructed prior to recording the final short plat. The final landscape plan shall include all specifications for fencing and signage and shall be submitted to, and approved by, the Current Planning Project Manager prior to engineering permit approval. 7. Prior to final plat approval the applicant shall acquire modifications, waivers or variances as deemed necessary by the Current Planning Manager to establish conformance of the existing internal access road with applicable street standards. The Current Planning Manager may determine that the existing access road is not subject to some or all currently adopted street standards because the road qualifies as a legal nonconforming use subject to the provisions of Chapter 4-10 RMC. SEPA MITIGATION MEASURES (MAY 16, 2016 ADDENDUM): 1. Project construction shall be required to comply with the recommendations found in the Geotechnical Engineering Study prepared by Geotech Consultants, Inc. dated May 27, 2014 or an updated report submitted at a later date. 4. The applicant shall provide a paved 16 -foot wide shared driveway through the existing Winsper Division No. 1 Tract H that is consistent with the shared private driveway standards of the Renton Municipal Code (RMC 4-6-060J). The private access roads shall meet the minimum necessary to provide for safe and effective access for the existing residents, proposed residents, and fire and emergency vehicles. A N 1 PER CITY COMMENTS 2 PER CITY COMMENTS NO. REVISION Renaissance A Apostolic Church ' M a A Silver Dollar Casino -Benton w Clarion r 12"PLUM x = x G E. OUT l£ C .= 177.10' / II CLIJ I Q 4� /fM2=13' — _ 12'CMP OUT W=784.76'4.9 I£ 8 PVC IN N=185.15' 115 SHEET INDEX: a Constellation Apartments i 1 ev Thomas Teasdale r'ark w ST 1152nd 92 p, 3 ES 260S' 4 a 5 Q s ar:n s1 g 7 _90 T. — 8 y S lip FS Sf 1fiF,?h Si % �rJiF uAmerican Classic Hames Real Estate s3l�rsr sts - GENERAL INFORMATION: SITE � � � T RollingHillsTc " DEVELOPER: S 32nd P1 n N ro V) r" m m 3�d c ao 0Q�� SL 172rvd5' S3W'St ENGINEER: �o S JON Sr r1P S 3fi1hPA SF 17ar.ti gr ,i, Life CornmunityChurrh Daniel O'Brien. DOS MSD S3Ah Pt y 515 -_ S 3ah Ct 5�ti761h St SE Pettovilsky Rd Spring Glen Shopping Center Valley Chirdren's Clinic H o H Valley Medical Center li 1 1 180th S1 SIN 4 St 43rd St r VICINITY MAP R V �• d n r S Gats N ' SE 1801h St C w SC I E31:\ 4` n g y SE 182nL.:, 72 NO SCALE LEGAL DESCRIPTION THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33131" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1'52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM NAVD '88 CONTROL FOUND PUNCH IN 1/2" BRASS PIN IN 4"X4" CONC. MON DOWN 0.6' IN CASE AT THE CONSTRUCTED INTERSECTION OF S 31ST ST AND SMITHERS COURT S. THIS MONUMENT IS AN ALTERNATE TO THE CORNER COMMONUMENT TO SECTIONS 29 AND 30, TOWNSHIP 23 NORTH, RANGE 5 EAST. below. CITY OF RENTON CONTROL POINT #1862 FOUND PUNCH IN 1-1/2" BRASS DISC IN CONIC. DOWN 0.45' IN CASE IN CENTERLINE OF TALBOT RD, OPPOSITEKnew what�s HOUSE NO. 3023, 55 FEET NORTH OF THE CENTERLINE OF S 168TH ST. Call before you dig■ CITY OF RENTON CONTROL#1494 SURVEYOR: LANDSCAPE ARCHITECT TAX PARCEL No. ZONING: SITE AREA: DISTURBED AREA: APPROXIMATE EARTHWORK: FILL SOURCE: DISPOSAL SOURCE: COVER SHEET TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN GRADING AND DRAINAGE PLAN AND PROFILES GRADING AND DRAINAGE DETAILS SANITARY SEWER AND WATER PLAN AND PROFILE SANITARY SEWER AND WATER DETAILS EMERGENCY ACCESS ROAD LANDSCAPE PLAN EMERGENCY ACCESS ROAD LANDSCAPE PLAN RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONTACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 CONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING 13005 NE 126TH PLACE KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 CONTACT: MITCH EVANS, PLS GHA LANDSCAPE ARCHITECTS 1417 NE 80TH STREET SEATTLE, WA 98115-4351 PHONE: 206-522-2334 CONTACT: NEIL BUCHANAN 3023059028 R-8 2.29 ACRES 0.17 ACRES (INCLUDES ON AND OFFSITE) 60 CUBIC YARDS CUT NA TO BE DETERMINED •l AM T U C) O O I R-395301 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q VALLEY VUE SHORT PLAT RAD HOLDINGS LLC COVER SHEET I..L JJJ 8/15/17 JJJ SURVEYED: SURVEYED SCALE: SCALE 1988 VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF ENTON RENTON • Planning Building Public Works Dept. D JJJ 11/14/17 JJJ DESIGNED: JJJ / PAGE` PAGE W DRAWING N0: J Cl JJJ ONE INCH SHEET: 1 OF: Q CHECKED: JJJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: 111 SURVEYOR: LANDSCAPE ARCHITECT TAX PARCEL No. ZONING: SITE AREA: DISTURBED AREA: APPROXIMATE EARTHWORK: FILL SOURCE: DISPOSAL SOURCE: COVER SHEET TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN GRADING AND DRAINAGE PLAN AND PROFILES GRADING AND DRAINAGE DETAILS SANITARY SEWER AND WATER PLAN AND PROFILE SANITARY SEWER AND WATER DETAILS EMERGENCY ACCESS ROAD LANDSCAPE PLAN EMERGENCY ACCESS ROAD LANDSCAPE PLAN RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONTACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 CONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING 13005 NE 126TH PLACE KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 CONTACT: MITCH EVANS, PLS GHA LANDSCAPE ARCHITECTS 1417 NE 80TH STREET SEATTLE, WA 98115-4351 PHONE: 206-522-2334 CONTACT: NEIL BUCHANAN 3023059028 R-8 2.29 ACRES 0.17 ACRES (INCLUDES ON AND OFFSITE) 60 CUBIC YARDS CUT NA TO BE DETERMINED •l AM T U C) O O I R-395301 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q VALLEY VUE SHORT PLAT RAD HOLDINGS LLC COVER SHEET I..L '2 V ) W D DATE: 8/15/2017 i FIELDBOOK: BOOK / PAGE` PAGE W DRAWING N0: J Cl J SHEET: 1 OF: Q 40 1 20 40 :0 1111111w� i� � i!!�" I 099210200 1 YpH o 0 o gg21 07700 i- .-4 TCH OF FENCE IND/SRE7yA#R--- \ \ 1 TPH. 6 992102 8 0 TPH o s g 992100 290 I I I I 12" CMP CULVERT /E SE. 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IN, I I I I I I o / I I I�oP\ \ \ \\ \�� - I BUILDING 1 \ 1 �9 �� I 6M 28"M I 16"COT ♦\ 1 \ 8 QA �8"M 6 8MM o �O 20 M I �$"M y w W )` \-'� \ \\ 1 1 s"oA ��A s"oA \, \ \ �°"8 M N \,8 h / I \ J I _ I A A3 - r oa-or - aP T: �_ 1r _ _ --or oT 6 M 6 N \ W w OF T S �a6_oT� - Y - °e oLrt- Jnr- - _or or -- -- - }/ \ 8 \ R I� I ao - i7 •:. .: �? :' - GASi<_AS• .- ... _ 1\ 1_� w w w w _CT I l \ \ ! l.. 20., �._•.: r.._ .._•GAS= GAS - AS X 1.45 -GAS. -.GA$-GAS GAS.T- AS GAS.-::: !'' 12"OA \ 38"C AA O -oT W.. Y r^-',.. �I 8 OA 8 OA6"OA� / \ w Z G S �\ r-�,� <: H CHICKS \ 8" A \ \ G \ +;-; _ \--� �.. .. is"c '; I .' 10 oA ! 20' -- .... , . (' _-•�.-�r" -B o � \ . .. .S . 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THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE APPROVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. �p�log�o�77�00��00 I FA RIM = 173.20' IE 8 PVC. IN E.=166.28' IE 6 PVC. IN NW. =166.75' lE 8 PVC. OUT S.=166.06' � , �� I �O 8'PIC Ei r2• CMP E 12: CUP E 6003 KIM 1 /2.91 8" CPP IE 168.65 (NW) 12" CMP IE 168.39 (NE) 12" CMP IE 168.37 (SW) I �o .32ND PL. CB PROTECTION (TYP) _SEE DETAIL THIS SHEET. INSTALL ON ALL CB'S WITHIN %4 MILE OF THE SITE. 'rpH. og�O QoJj BUILDING ; �Q��Qo oo I BUILD/NG �� e v � ve PU I Q� I �Q� JJ O°O I l� 12"PLUM / N 67 .5 13 50 \ CB 823- - \ H 6 RIM = 188.62' - 1 = 1 1 E 12"CMP IN E.=184.93' 12"CMP OUT W.=184.76' IE C . L.= 177.10' IE 8 PVC IN N.=185.15' I - I I W TREES TO BE REMOVED: 4-101'OA 1 - 161' OA 01 1 PER CITY COMMENTS JJJ 8/15/17 JJJ SURVEYED: SURVEYED 2 PER CITY COMMENTS JJJ 11/14/17 JJJ DESIGNED: JJJ DRAWN: JJJ CHECKED: JJJ NO. REVISION BY DATE APPR APPROVED: JJJ SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ■ CITY OF RENTON V'RvW0■ Planning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 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CiSNCIT10111aF LHI •IkSSrANAI11ARiIATe IIIr1ArH NEti ewAL1Y1FlN i°11L.j 1.1, COIISTRLMON NIItNANCN SHALL 1e STABILIZED WHIG PRTRAPPIC WLL 1e LUN( S ACONSTRUCTION AIt3 ANDT'RAALINO ON PAYE 0 ROADS OR 00 E R PAM AREAE MTHIN ' ,430 FEET OF THE SITE. 1. a0N01RORaRm BRAG YEARNS LTIEMrH 10STM 0M IS7FS MIN. 1'.. SILT 19*39MAYNE1R 0OftTISLALGLPALL. tl13TURdI=ARVA. + 11 1L7INCE 0 NOR' (HTE OEE TO TMAT CONO]rTMTEO FLMWR li INTEf10ED7'J TREAT AJMSTANTIALAYCLHfl CF CYERLAND RDnY, w + ANY CGI10ENrMTB] FL4SiINIDit BE �111EYEtlTHK7L9H THE CRV MASE H'fTJtlI T'flASEdIhiENTTNAP01lPnN3 / L COI MDINirrALLATION MaIFWAriMS A. DEMON AND INsrALLAT1tlR sPEflwOA71ON1 LI. THE GEOTEXTLEUSED MOST JETTHE STANDARD uITEC3ELOLV.AOOPY0-THErAaYVI, QTUER$FAIiIDOPEjIF10RTIClsMDATHE M. 4001'UEL OSAS MUL4&L%jYEESUI TRLTEDFDri0RCOMBIN10WITH0UARRYSP/LLLAINARESTMATI1LLWT81US10 FOR NrROAOB Moo FLEL a NOT REDOSSIIENOW FCR ENTRANCE STASILAMION IN URSM AREAS. THE INIPEDTW IAY uA yurx noel; ��rrJLLnL !STEW N7R'JtlliNllNq 47 MY MME RETIRE THE USE OF �"FIRY SPILLS IF 7MI 402 FUEL It W7 PREVIFJYTI NO LECIMENT FROM I EINO T?iA=E O ONTO NLnwrIMla Rr1CnN imaRIrF•:l%YLIW Fb1VEMENTORFTHE HCOFUELIf BENOONNEDONTo PAVEMENT, LFt LIFNA.NnILrereorlrL wH vaiE 4 ➢. FEIOHIO SHALL SE IN67ALLED AS hBOEASARY Tb RIESTRIOT TRAFFICTOTHE COASTORUOTICIII ENTRANCE. Ia 9YI /LET iRATe7d106 81AI7iiIiN1L:NIHT;NIIM A/17ti ULx.NkNnLrrarxNlRlllamHrrrTAe 10. YYWBIEVER Pon", THE ENTRANCE WALL SEOOYH1'RUa'rfO ON A FI RM, COMPACTED 3LOMSORADE. THIS OsUISTANMLLY ylIRFLO'li lrnAlW imP•I 11irLnummN ANN am um i1r INCIXI f THE EREOnVINEAIOFTHE FAD AND RECUCE THE AEEO FOR MAArIENIANOE. 1JLTMM1AffiMFM=M0tUI� 1916016 7.11UWIO UMI§TANQAID ILL1TANWM 27FEMOTH FABRICReWKE1 ARE NAINNOTO IMME&M THE 27IIIENQTH OF THE F710E, STARE MANIND 01 CLOSER SORT 1.1. QUARRY SPA" SHALL IC ADDED IF tHC PAD E NO LONOCR IN ACCORCANCE Nni THC APCOIPICATIONS, APACM AVLY Be 14EIWRED VK eXTRA MAENOTH PAM VC IF FIELD PERFORYANCE'AAMAFTA A 2TTR WII FENCE. 1S. IF THE ENtNAK= Is NOT PREYENtm sEONIEMt1ENIOTRACWEOzzm PAVEYEYrlr�,THEN ALTENNATM A+EASLUUS TO NEEP THP Fy1f�ETN1S,1NI3R LL IF A�FICIAL 81LTTFF'ENCE 1 US THE -11TTAOPE NOW4X4XL TW440H MAYL IOYr BE W 31 RCDLCCDAA LOR3 ASTFE SOTTMI I INCHEI CFTM= ALT FENCE SMIEM IAMIM OR INN �TwaifO�N OF 1-HP'W HNN.111 ; MAY INOLLEHE 8 10.9 VPBH. IF ftWHIIMM 12 AM rr*4AI L IN ONEOONCREASE IANAM AA COI�HNROI�i H NOTES ISMIQLSURE09eN04EO1dREIN�Ii9BYMTKAT/TMUZMTFEFENCE AND 0=9 WJT,ALLpVVATERTDSYPABSCKSNDERMARTHSILT FENCE. CI�CJIFSa.RCCN, MOiAMANEOdtlILTERSHALLDR#YMiOAAED1LEWrT1lRPOIL710N[3 TMT S NAIMlIiANES STIIWCA1101 1.1. ANY BE01LCNt IE TNACK>;O ONTO PAIIMIENT SMALL SIE MMONED IYI SIDIAtiLY 1Y AWOPIN& THr.. IMMENt CMLWtM MY DINEEPING SHALL Be REJBDIIED OROtABILUMD ON IrrP- TFE PAA/EMENT SHALL NOT BE CLME0 BY*ASHIN0 DOWN THE ATIEET 1. SSE the M"; InNA arr4 OrAN pat:3 4e ft I�Ivn WFOr Ib tag awdnWtn EiS7EPT WHEN SWEPINC Is INEPFECTIVEANO THERE If A THREATTO PLOW IAPIEE'Y. IF R NMEMWTO iMASHTHE BtRtl�ILJr $1. ANY CAYAOESHALLSEKEOAIKWIECIATELY. SMALLBLWPA1LWUCCNOUCTe11rNeBNCILMItAgULOTFtNdN:LVH MNTC11leWMPVJHNM[tCAA1eCONMOLLNOAM7 $L IFCdHCFJIFkATEDFLDaAiEEaICENT➢PHILL iDTHEFEI�IE,THEYMUSTMEIYI9fOEMWANDCONVEFEDTOABECIME1TTOPORMN0. DECKARQ11DAPPROPINATEIY. i, Th1SI00aAT1118dalNnlaiNpA^7W,"nHiYjrWlhiorl'IcsNyrpH®j, $$ IT IS IMP03TANTTOCHECH TH° UPHLL31OE OF THE FEYCE FCR SI2d OF THE FENCE CL000INDAMC 4AT'IN2 At.R SARREItTO FLOW AM 3.A, AWaLWW SPALLSTHAT ARE LOOSENED FROM nE PADA#n END UPONTHE RMIAG AAY SMALL BE REMOVED IMIECIATELY. THEN CAUSINGOMNNCJtATR9Y OF FLOM PARALLEL TO THE PCIIOE, IP THRIDCOUM, MPLADE THE FENCE 011111MYEDTHE T'OP 5.1: IFVEMFSLEIA14E ENTERING OR E10TINOTHE SITESAT PDIWM07H-7R THANTH'E OG NM7WCTION EYTRAM*45j FMMQSRALLSE SEDIREYT, NSTALL W TO CONTROL TRAFFIC. It AEdkiEYT UGIT 0 E KIMME 7 WH E IENRI ERT II I INCHES Hig i I. Tri l7fYl"r/IMn Mr. 41174 PWWA 911 ft BF'JO WtIIIA%PWq ft W11112ltl Mr`.M,t A$ IF TFE FILTER FABRIC (GEOTEIITILE; HAS DETERIORATED CJE TO J^TRAVIOLET ORGAE100111IY, IT SHALL E RE 3L40ED. 4, PYrmrmmWlAaalirla3rxavAf;furreWlS�lmLValadfla,li} AmliC %MMM SILT FENCE M. PEM - 214M + + MITI= W0= STABILISES NM. PIAN - 818.10 PUBLIC WORKS CATCH BASIN FILTER a' M. PIM - KIM 7EPARTd€SII DEPARPlIM CONSTRLICTICIII ENT lam DEPA3' KENT WARM 2008 MARCH 8008 Hadi 8008 1 PER CITY COMMENTS JJJ 8/15/17 JJJ SURVEYED: SURVEYED 2 PER CITY COMMENTS JJJ 11/14/17 JJJ DESIGNED: JJJ DRAWN: JJJ CHECKED: JJJ NO. REVISION BY DATE APPR APPROVED: JJJ SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ■ CITY OF RENTON V'RvW0■ Planning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. P A N�l N T U H • C) CO O O O I T 7 R-395302 � IN COMPLIANCE WITH CIN OF RENTON STANDARDS J d VALLEY VUE SHORT PLAT RAD HOLDINGS LLC TEPORARY EROSION AND SEDIMENT CONTROL PLAN I -- 0L O VJ W DATE: 8/15/2017 FIELDBOOK: BOOK PAGE` PAGE w J J DRAWING NO: C2 SHEET: 2 OF: Q C'7 LO co O I 0 LU I- \ I �p�oo ogg��0�o0 o°° \4�x_( RA TCH OF 12" CMP CULVERT D REPAIR cE- o oIE SE. END=199.25'i�� - \ -\ 111 \ r _ - W/ TRASH RACK 1_ ` \ \ \ \ SOA- SOA 6"OA 10"OA \ I I l C 6"pAl2"12'OA �� 1000.00' ST :.o / \\ 30 i \ N89°40'63"W 10" o u' 7 N cfl T- v ' _ 208 20 6 FNC. \ \ Mry^� ! 0 in \� �, 01r c 1 2 M \ X176 8"OA Q 2+06 8"OA - o I • 7 �J . cfl - 10"0� ,- M y fOiN 7 s c£� N c0 6� \ ��P-� 10"OA cA �' d coo 9 9 O o w w w w w \• \ \ M 6 0 ` o co d �O \ 8"OA 20na.e8 8"OA OA 12"OA r 8"OA 12 4f N 1 "OA �" O 2 7 c9 O 2 9 N \ ,C N A24 p2 \ \ 5` cP co 66 w O, . 6� O O 29 \ c� 1 \ 8"OA 12"OA - 12"OA O 421' 8 OAI 6""Qq \ \ \ \ \ I I 0 -, COT 1 \ \ \ 1 I �\ \ 2' GRAVEL DISPERSION o - -�q �` CO 8"oq I �S"OA ` / 20" oT \ \ \ \\ ti \ I I \ 7�st NCH, SEE ROAD c9 ` I / \\\.�� 6"OA \ I 8M f0"M I \ \\ \� \ \ \ Q 2 / I I N ns, \� / 6"OA \ A A6 0 0 w w \) S€ chi §A TH I S SHEET I SHED 108. 1 , 26 "CO 02 8M\ 72 �r A -OA \ I 30� l I 8"p�\ ,R'F�f 14 W36MM \ 12"M l l 2©w �0.� o C I I I I I� I `,`.�: 10 M _ 6pM \ �) I \ - - - - - - + - - 8" l �Y ��I I 8 OAOuCOT \ \ 8"/2"iN 1 " 12 N / �- 1 ACAS o o I I I I I , 1 0 'i6"M� M > R-25' / 0 47 /1s COT 8 A /0/ 2 6 A co N O 26.5' FLOW PATH MIN . 10 C� I 8"C 6" 0 �� PE W W W IXCN � CCN i \ I N `::: -) 2: I \J j I d d �_ p 2 STORY WOOD + I F D/I .:L`JEh� �6 00 `� I A co N Q 4 �9 !\0 m 6 l // a I \ T�iQ dJ Yfi�' �" w w w �n BUILDING & o - 6 c� 1 _N - d� , O 6 4 la / N w y w w w :. S. ND f53. 0' \_ o8 M 79 �^ 4 M 2 ` \ I I BASEMENT \ \ 12 M dP N. NDS 153. 8' \ \ 8M pq j I I /Io 10"C fl S>OA 2�d , O \ o Q100, I I I I , : FFE=153.29' I �,. \ I \ \ \ \ M } 8"oA / c� '\ 6 D Arn M I =C O a-. I , m 8 rn M O I o w w w w q �"� ACA.,, ;�y\ 45 In p I �Pp \ : 2 BUILD/NG OD 1 � 12 I \ 1'_Q �`. ► s u J &28'M TYPE 2 WETLAND a TRANSITION X -SECTION = o N 1 16"COT 6 8 No v,y ✓ I w Q \ �� \ 1 ` \ \ \8 hf � O 20 M M a I C °p BETWEEN STA:1+21 & STA: +35 ��OP \ 1 8"oA -tO�A 6"oA • 8 M "� \ _ 8 6. I A A3 a , - 028"M _ _ _ ,� \ �► \ N Q I -or r- OP -01 -ora- -or�L - �- r °a-°T�- Jnr - e_ - I - --or :, "or \ \ 6 10 6 N M w w w N on - _ -- s _ - - _ -^•� ,7a.°- ---=----�dr - ;_ - - - 8"0 e}A oA� 1 -\ lu M_ 6*M M �� A ^ �� I r- ,- • ; ` . �'l--i+.:.. GAS AZ -GAS.- - - o op4o' 20 >.. SAS_ - GiS - AS-AS�FS- 1 - GA ter- AS, w w -38"C •::'....::.r.. :.. r�\ ... } ,,,•;....: CR -25'- �--`,.GAS-�- \ h6"oA /` ' 8" A \ \ T G S G � �'�---� -�»-� �-.••.-s• 1 'CHlCKE / ��T� ? 12"OA 8"OA 8 OA / / \ � �, z \ .-; ..y is"c ' ......... ....: ....�- SSS 4 8"0 / '4: 1 Q,. :..... .. . rn o o -.... :.... .... 'b N O � �- / �-../ 6'BFNC` 8"OA 12"A ®10' 6.5' FN X06 Q `l S A �.: � ! N89t ,W N 17 N "--��. N 1 ��6-fig O' 2 1`',;:.' ;. ,.' ,'r.:;'o / oo ^o T -BAR POSTS STA: 1+24; 15' LOCKING BARRIER GATE 18 �18g - _ - X999.81' f ACA1 i .1 \ j 1� \56 ..,...d. . .. coo �o o� 4 - 4" CONC. CULVERT cuLV7RT�'' ASPHALT PEDESTRIAN PATH RI�ARD173.5I I I W/KNOX-BOX, PER FIRE MARSHALL APPROVAL. SEE DETAIL SHEET 4. __ I IE E. END=151.11' IE NW. END=153.56' AROUND END OF GATE. PER lE 4""FLEX 0 w.=n2.ss' I �'> I I I �o NO SE. END FOUND �pSCHEMATIC THIS SHEET. ADJUST EXIST. YARD /mow I I �° FENCE RELOCATION TO BE COORDINATED �Q J 4V° I DRAIN AS REQ'D \ 4G ,4 37303. I I II BY CONTRACTOR WITH HOMEOWNER v o�o BUILD/NG ^� 0e0� 6BFNC I I I � III PRIOR TO CONSTRUCTION. � � II \1 BUILDING oo3�77�0�00 \ I I I II I la I O 16' EMERGENCY ACCESS II I I oo RELOCATE EXIST. I Vo, I ��Q III -4 I � I� �� pca" GAS GAS SEE PROFILE A G ELEC. STRUCTURES AS REQ'D O O, I q�^ I 4 OO OO -GAS I I UNDER SEPERATE PERMIT I "v rJJ I I� STA: 0+24 OFFSET: 0.0' \\`� I I 1' DEDICATION FOR � �N�jI� CB -1 - DRIVEWAY APRON �� TYPE 1 W/ RECTANGULAR I II � 604. ��s� I �\ P VANED GRATE 12- 7RML lE fra (\ \ 1 2"PL � 12CVP l£ 1 /4 (£ P > 1UM - - 12_C,IP IEE 17R (E) t - (SBS �pll�og�8�571�50��1u i :•..k. f, FH - - - - °°---- N 67 .5 DRIVEWAY APRON PER COR /- - -S. 32N -D PL. 13 50 \\ STD. PLAN 104.1 / -c' SS (CB 823 , H 6 = 188.62' - 1 = 1.. 1 12"CMP IN E.=184.93' / 52'12" DI SID v / E. our W 12"CMP OUT W.=184.76' C L.= 177.10' E 8 PVC IN N.=185.15' 40 0 20 40 80 1"=4V 4' TO 6' FENCE, LOCATION TO BE COORDINATED WITH PROPERTY OWNERS PRIOR TO CONSTRUCTION s 0 a 4" MIN. COMPT. DEPTH HMA CLASS 1/2" 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS B) MAY BE REQUIRED PENDING SOIL CONDITIONS ACCESS ROAD SECTION STA: 0+15.29 TO 1+21 NOT TO SCALE q 6" DEPTH CRUSHED - SURFACING TOP COURSE 4" MIN. COMPT. DEPTH HMA CLASS 1/2" 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS B) MAY BE REQUIRED PENDING SOIL CONDITIONS ACCESS ROAD SECTION STA: 1 +35 TO 2+06.35 NOT TO SCALE 948577300420 RIM = 172.8 1 IE = 170.36 (12" DI, S) APPROX. LOCATION EX. WATER JJJ 18 JJJ 17 r_ LID m ++ Do N FIELDBOOK: BOOK > 17 1 II II O EXISTING GROUND @ i Z 16 8 -INCH SS IE=166.7 +/- \ / 8 VLL 1 1\VI ILL V T- SSMH 7535 / o I - - RIM = 173.20' } CB 6003 I - - IE 8 PVC. IN E.=166.28' I IE 6 PVC. IN NW.=166.75' RV 172.91 IE 8PVC. OUT S.=166.06' 8" CPP lE 168.65 (NW) / 12" CMP IE 168.39 (NE) Uj I 12" CMP IE 168.37 (SW) LU STORATION PER COR 12" DI IE = 170.1 N (NEW) > STD. PLAN H032.1 Q U I COMPLIANCE WITH THE ON-SITE BMP REQUIREMENTS LU ALL GRADING FOR THE ACCESS ROAD INSTALLATION I FOUND IN APPENDIX C OF THE 2017 RSWDM SHALL BE F=- SHALL BE DONE WITHIN THE LIMITS OF THE TRACT MET AT THE TIME OF BUILDING PERMIT REVIEW FOR UNLESS A TEMPORARY CONSTRUCTION EASEMENT THE HOMES AT 3106 AND 3112 TALBOT ROAD S. IS OBTAINED FROM THE ADJACENT PROPERTY OWNERS. LO Lc. 8/15/17 JJJ SURVEYED: SURVEYED JJJ It Lo LID DATE: 8/15/2017 ++ Do N FIELDBOOK: BOOK O W J EXIST. GROUND AT II II CHECKED: JJJ EXISTING GROUND @ i Q nu Q U)cr > PVI STA: 0+64.46 W (�CC w ELEV=173.81 K=8.84 00 J =15.00 CONNECT TO EXIST. CB EX. SS (.0't(D LO M m M GO w M M - CO LO I` r- ti NEW 12" DI o II o 11 Q W Q W MIN. C EX. W CB -1 RIM = 172.8 Ow W FINISHED GROUND @ cL r Know what's below. Call before you dig. 2.200 �.50% 118'-8"DI CO -1 RE=173.6 IE=167.4 M M 8/15/17 JJJ SURVEYED: SURVEYED JJJ It JJJ DESIGNED: JJJ DATE: 8/15/2017 + FIELDBOOK: BOOK DRAWN: JJJ W J EXIST. GROUND AT C3 CHECKED: JJJ BY DATE CENTER OF PIPE Q II APPROX. LOCATION 00 J CONNECT TO EXIST. CB EX. SS (D w IE = 170.1 (N) NEW 12" DI APPROX. LOCATION EX. W CB -1 RIM = 172.8 m IE = 170.36 (12" DI, S) FINISHED GROUND @ cL r m 170 - EP: 2+06.35 t 180 MIN. 1' SEPARATION, O 16 165 OTHERWISE USE ETHA z FOAM PAD. 0.70° 175 52'-12" DI SD AT 0.5% 0+00 Oq5ffi6 CO -2 RE=174.3 170 I E=170.2 SCALE: 1" = 40' HORIZ. 165 1" = 10' VERT. 103 LF 6" SS @ 2.69% 0+50 1+'00 1 +50 27 LF6"SS@2.69% SCALE: 1" = 40' HORIZ. 1 " = 10' VERT. PROFILE - A 1 PER CITY COMMENTS 2 PER CITY COMMENTS NO. I REVISION JJJ 8/15/17 JJJ SURVEYED: SURVEYED JJJ 11/14/17 JJJ DESIGNED: JJJ DATE: 8/15/2017 `} / FIELDBOOK: BOOK DRAWN: JJJ W J DRAWING NO: C3 CHECKED: JJJ BY DATE APPR APPROVED: JJJ SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROFILE - B VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M J. JO OF -WAS a co 38 42 4' �0 ��GI STEg�'� w �s,51.t LGti ,�'A �tl\ ■ CITY OF RENTON 1"RNWO■ Planning/Building/Public Works Dept. ASPHALT SURFACING � II 1 ASPHALT PEDESTRIAN PATH EDGE OF TRACT 4' 41 PROPERTY LINE I END OF 15' GATE PEDESTRIAN PATH SCHEMATIC (NTS) �1 03 0 T U C) 0 I co Q J co 0 0 I R-395303 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J d VALLEY VUE SHORT PLAT RAD HOLDINGS LLC GRADING AND DRAINAGE PLAN AND PROFILES ie '2 V LU DATE: 8/15/2017 `} / FIELDBOOK: BOOK PAGE' PAGE W J DRAWING NO: C3 Q SHEET -OF: 8 C'7 LO co I W I- Nl aAR O5a• RNAA IN FRNIIAtr 11ANN !DB'11tlN NrAarAu+t N IAN Ham NOT" 1. 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PIAN - JIM 00 D3PARTMENT MARCH 8008 FUMIAlb1M O, ONATD M N=4 a,Nwaurwl ANtlkmFlWAiwL THKAIIFAN MI aF71NUehsaalOrlarl Mler ananmlonN w�ORC lni °r ll IYe1JYNTa�+F NNdF1eN • NUN aNrYrisoll NN 1, TO COVER OROR46TIN13OFA01110F1RAM IIINOT INE GROUTMToFINAL OKOMLINITSIFINIILrAmmOFTHIN MVEMNr OLrrTERdTOFT ORBiOEWADL INWHPOHIT67013E PLACED INIA INEN WT AND Will. FERN6810N TFEiEAFMR6NIIEN& 1 Bmh1EhP11�B11N�LLWtElIANTOTOIV IFRAUNETOOltAD@.TEUMOF8HA� O� ITEC. e,b. x. AATry{C��OMUWBLAYEROFMORtARBINLLNPLACOMRIWMADJXM7"pRgf'NNkMAapBl�gi�MyMPRIOHRMPLA�CEELOU. 6. A0.a1MUErLNNE �RBUEO�OM 6FItMl SE GIIiO�VIEO MATER i qlCHWiO�TLIE p AIrDFTil�llalUNrLIE�PRpNEOI( NMA NON" MB owff B. OftUTMa0 BETWEEN A0M67LBef SeaTIDN SHALL U WATER 11I 7. hYUBMIIN RC ORT SHRINNAM THE MMAN1AdTCOMPRNBNC ST'FW* M Ill 4AWPPOI HE REQU IR%kl" OF ASTM Hill PER APWA AT PER A'MOOTANI AT FOR aPECIFMATIoNq 0.B I. PI ifLIFnWHOUS9ARE TO06OROWEOHIITEFITIGHT, PUBWC Tom CATCH iAMN INWrALLATION &M. PLA1f - 12 DEPAR'1`il IM J11AR391 am SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLAN ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND 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 LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONEJELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. TORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). AVAILABLE IN STANDARD L ZMA Or aunt aW�r�aemaamGrNL lafdisd,.Oki) 192). 0.rff*InlP AI Mi lred at 1F rnf,dnvum Apr,,Iom yA=en 01Yew lr 1111!,31-rvru.t� N plpN ALLWINANBNN IF ANNHINNY1NIATD F�aaMnMlaa rs"i°1 w,ara 'p 1111N>bNC1lR 4 �� ALLNTALPN4 Y OPTIONAL FINISHES �r I."vrm.onerq y' BY NIUMVIA11NO ma.apda.aa lin 'M Ydl 7H oerd�.71Vw�.am"f$A w ■ w,fxad FO.r[rirlll,! Aaa�HeaBAONONpS111a7OLH8l+a4YrERdd1'All. 9. 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TIM ICaHI]Ino Mrlw,isrhilrll ll�raFh Ina lrrpr aswA a. The phew, Male Nad6n rw hate a MWGM New. and Lre WM MW to ➢Cpaa ig a rads al 124 or WaliN. B. Tmllpriq Awl as Mwiturld ll the tap M thl pwadul halt wanton. Y. b ptlnpnNea YIM w gaoled Ar alferlhe eaen hY eeerlpNretl. a,N� drJpraddMl■ 511 r11ak In ddAJr M stl wfdd,dd nth IN NOR, ALTYNATIND PINNDA1rM NAN1 AR371DN PUBLIC IWOM CAI LAPIN TTP■ 1 M. PIAN - JIM 00 D3PARTMENT MARCH 8008 FUMIAlb1M O, ONATD M N=4 a,Nwaurwl ANtlkmFlWAiwL THKAIIFAN MI aF71NUehsaalOrlarl Mler ananmlonN w�ORC lni °r ll IYe1JYNTa�+F NNdF1eN • NUN aNrYrisoll NN 1, TO COVER OROR46TIN13OFA01110F1RAM IIINOT INE GROUTMToFINAL OKOMLINITSIFINIILrAmmOFTHIN MVEMNr OLrrTERdTOFT ORBiOEWADL INWHPOHIT67013E PLACED INIA INEN WT AND Will. FERN6810N TFEiEAFMR6NIIEN& 1 Bmh1EhP11�B11N�LLWtElIANTOTOIV IFRAUNETOOltAD@.TEUMOF8HA� O� ITEC. e,b. x. AATry{C��OMUWBLAYEROFMORtARBINLLNPLACOMRIWMADJXM7"pRgf'NNkMAapBl�gi�MyMPRIOHRMPLA�CEELOU. 6. A0.a1MUErLNNE �RBUEO�OM 6FItMl SE GIIiO�VIEO MATER i qlCHWiO�TLIE p AIrDFTil�llalUNrLIE�PRpNEOI( NMA NON" MB owff B. OftUTMa0 BETWEEN A0M67LBef SeaTIDN SHALL U WATER 11I 7. hYUBMIIN RC ORT SHRINNAM THE MMAN1AdTCOMPRNBNC ST'FW* M Ill 4AWPPOI HE REQU IR%kl" OF ASTM Hill PER APWA AT PER A'MOOTANI AT FOR aPECIFMATIoNq 0.B I. PI ifLIFnWHOUS9ARE TO06OROWEOHIITEFITIGHT, PUBWC Tom CATCH iAMN INWrALLATION &M. PLA1f - 12 DEPAR'1`il IM J11AR391 am SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLAN ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND 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 LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONEJELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. TORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). TOP MUM t• THIN r1>tna hdallpind !v sannmmisdah SK4'r 114'llmd atr aarsrl r. PhaYlda fret Falel In Tri irVll'a 1nNri ra111f 29I9n11 Ai1h7 h31 gylee tlru.TarllA Tap aaaN Iwom ]goapl N 516' -11 Ni is:ldhrl hlld GNP IPwW. a HLur linllNnt?; *.-win waswon am" ftrfHl x. Beetle Nhrdl•d Dpsdledlen Ib•l8.7B(P11hrldaWN•d RIgIIIINmanN, i!Q'11ON IM�aa DAALLLIN �1�"II � 1lnMEf�10 vim A y� nww rl DtOTIM MEWL C dOLT-0 ,IETAL mc N PUBLIC NaRIM HICTAN>OLLAN FRAM■ M' PLAN - co T► D3PARTHENT LARCH 21309 w,wNI fie nIµ 51ire u-rr TrP�fl"A" w rtm*i ^mini---w,- al wn Q `lap 1 -- �•`� nn"va,rv. ximr „sI"...ersrwr""Icol ..�. `�i^,'n7ive p'�i. o-ra wawa xr[ rt, • Nfnr¢,arc vlAw nm uu*ne".e am. Pur+ � ops . PI,AIY - 104.3 PUSLIC YICIRHs CIRMF;:1rT CONCREIT19 1iR1VIRWA1r V Y?f pAFiTfdLrN7 ENTRANCE . TyP12 R1 yr COUNTE,4ALANCE. WEIGHT \ - GUAMAN 2000 HEAVY -DITTY HINGE CONC. BASE PER MANUFACTURER Ya BOLTS To SECURE TUBING A LU MINUM TU BI NG Gran;klrnrarmra%Wr Mf Ap AdntlmR.ta, CLOSED LOCKABLE TABS -•115' DURABLE STEEL HANDLE HIGH-VIZABILTTY REFLECTING TAPE OPTIONAL OPTIONAL RECEIVER POST - OPEN LOCKABLE. TABS ISOMETRIC VIEW T-2" 19618.4 mm] 1 PER CITY COMMENTS 1 PER CITY COMMENTS 7afi mllLfPA,Gf �frmnaaar'H.mlr V AIN IIDDTIbd `j L r� eTf1 rite 1 lopBIpLT.I�N�L¢T DNTAIL MOTEIE ftdais IMn tidal In Ire grnla MtasalN wlrltgMyalp,ln INhlhe t1tllBl Y11PII NMrnF Lfflrign al aalLmfwn laY vldfr turo,NdHaw,F mmuh,ALnra, IDNEIbMILIN E RadertoSifi el Spemlblan N•Db.lbtZprN adlBanal ragldranN•da. e• lA•NeadB111IYbe rpedMWgntlElghaularw De uletllAa lbAdefll Ramis In 91a LrNrWrrly, �rNer w*rddfr. YlHld grrial ishan Ilisd 6e Ifdlald IRwn eaglNnedll, 3AplrNsisd flldNeldUnO raga 9u1b1, PUBLIC IWORO 1lOCTANOUL"III�' 1 - D3PARTHENT VAED GNAT! LARCH 8DD9 u a11RI aAUfrRR `'op '•r .� �•r {f4A Hard rV n�crow? d5r�en Han wrwf rvws ` a ,,;:�s' lase AL+tdeaHelll 1,,. S��OWMIBRcw�'wn•'-neuPF�T� NOTE4 AVAILABLE IN STANDARD L ZMA Or aunt aW�r�aemaamGrNL lafdisd,.Oki) 192). 0.rff*InlP AI Mi lred at 1F rnf,dnvum Apr,,Iom yA=en 01Yew lr 1111!,31-rvru.t� afLraaisl�NFaa� OCTi1L aNdTir O _. a. �. ' • , TOP MUM t• THIN r1>tna hdallpind !v sannmmisdah SK4'r 114'llmd atr aarsrl r. PhaYlda fret Falel In Tri irVll'a 1nNri ra111f 29I9n11 Ai1h7 h31 gylee tlru.TarllA Tap aaaN Iwom ]goapl N 516' -11 Ni is:ldhrl hlld GNP IPwW. a HLur linllNnt?; *.-win waswon am" ftrfHl x. Beetle Nhrdl•d Dpsdledlen Ib•l8.7B(P11hrldaWN•d RIgIIIINmanN, i!Q'11ON IM�aa DAALLLIN �1�"II � 1lnMEf�10 vim A y� nww rl DtOTIM MEWL C dOLT-0 ,IETAL mc N PUBLIC NaRIM HICTAN>OLLAN FRAM■ M' PLAN - co T► D3PARTHENT LARCH 21309 w,wNI fie nIµ 51ire u-rr TrP�fl"A" w rtm*i ^mini---w,- al wn Q `lap 1 -- �•`� nn"va,rv. ximr „sI"...ersrwr""Icol ..�. `�i^,'n7ive p'�i. o-ra wawa xr[ rt, • Nfnr¢,arc vlAw nm uu*ne".e am. Pur+ � ops . PI,AIY - 104.3 PUSLIC YICIRHs CIRMF;:1rT CONCREIT19 1iR1VIRWA1r V Y?f pAFiTfdLrN7 ENTRANCE . TyP12 R1 yr COUNTE,4ALANCE. WEIGHT \ - GUAMAN 2000 HEAVY -DITTY HINGE CONC. BASE PER MANUFACTURER Ya BOLTS To SECURE TUBING A LU MINUM TU BI NG Gran;klrnrarmra%Wr Mf Ap AdntlmR.ta, CLOSED LOCKABLE TABS -•115' DURABLE STEEL HANDLE HIGH-VIZABILTTY REFLECTING TAPE OPTIONAL OPTIONAL RECEIVER POST - OPEN LOCKABLE. TABS ISOMETRIC VIEW T-2" 19618.4 mm] 1 PER CITY COMMENTS 1 PER CITY COMMENTS 7afi mllLfPA,Gf �frmnaaar'H.mlr V AIN IIDDTIbd `j L r� eTf1 rite 1 lopBIpLT.I�N�L¢T DNTAIL MOTEIE ftdais IMn tidal In Ire grnla MtasalN wlrltgMyalp,ln INhlhe t1tllBl Y11PII NMrnF Lfflrign al aalLmfwn laY vldfr turo,NdHaw,F mmuh,ALnra, IDNEIbMILIN E RadertoSifi el Spemlblan N•Db.lbtZprN adlBanal ragldranN•da. e• lA•NeadB111IYbe rpedMWgntlElghaularw De uletllAa lbAdefll Ramis In 91a LrNrWrrly, �rNer w*rddfr. YlHld grrial ishan Ilisd 6e Ifdlald IRwn eaglNnedll, 3AplrNsisd flldNeldUnO raga 9u1b1, PUBLIC IWORO 1lOCTANOUL"III�' 1 - D3PARTHENT VAED GNAT! LARCH 8DD9 u a11RI aAUfrRR `'op '•r .� �•r {f4A Hard rV n�crow? d5r�en Han wrwf rvws ` a ,,;:�s' lase AL+tdeaHelll 1,,. 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Mddma nrartw w de% max dwdp drmlgr ww pr, nlm urn S1rb+t. 4, au dmf pr/4lydisndTrisnMr In Arasp f lisrl711faArallAwril ndrd NriOtDrop" u. dYp dpm2mffhm tr tramar7idldh W wd iisndire mnPahn LW gIAdPLI. 1111A MIN+ID ra9w etr]Nl wrah Nift This HI h mn WMIY wrtdb 04 be 4 j 1.1-"r'. ew�wIn�II kldM r a.'1herw, WWI dWl darlam m-fti IIMy Nearer AA/w rrdog TiedNr" nrYq' B Um YlarrMOM II PNMSOTAIPWA fMaaardl polmlCnL arlaaN 1h11 aldrr p 41ro1 hrelrihr1" Iwibll nr pps yArriew L Rpm- Amh lmdeRm rm ahM rrtha lwldM imbomollrnaYiwl, i eek liatldp161dadd lI1'r FwdXk RLW H dd�>!M w dlaN:n df 7PIMA dWrddtl YpdtlildlCN 'a"'11911111111 P IrAFd Ppl NOIR I, PM j%gillanNrftmlIu Apo aanN• I. ralldNO',rr. For Pads drNtrlmdrn If r nVIN 811 hw%p ,4a Ihsr tithe Poo urvidlla an wrdl his lIna" ariswowmh. 2. Al rand id aNtaalurtr *9 am pplF>rdhN M IN Irlum InaWalmrdlrW1tNaN'A. L tloddalim oaidldllllavd rdsmnrVdU>s ® Nsadlllledla1 IN %"="ar mwrusllrpis lM IrddMatl InaOawrWAwr Yellwa�•A mrpmYd 1¢ Mislr mrdnrmffndx. 4. aalnfwLlPLpWnN•VNhdrdWdrndruOlakrlknl.4NM h.l-.I.IkdashdWln A ® 1110.111111.0- p..�nlarNlOmAFWA1 A ==It"waYddiWrffap¢m!•a adrndMlapdrihdliarlLJ IIIIIIball. T•s duwlWuwddw+,rr Ob Whh F rlainun Mall ise O.0. urM Ob. aeldda a >e radrrrdnlTdkMdraa dld,ulwd 11 lh vdgh 411 wd 40-A llnary- BO'. >`-C' AIr dWIwwH1 drdlisrdWn 41and DWI 8n� lazi Pip ohm iJdN y PUBLIC' W01111 PIPE COMPACTION ON III -Into S �i D31PART.HENT DEMON AND BACK30ILL MARCH 813D9 8.5' 4IN. 2" O_PTH O GRIND OR SAWCUT AND REMOVE B.5' MIN. 1' 1' 2 5' 1' 1' MIN IMIN MIN NIA WIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE F LL - OR AS REGI. 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XAWE H032-1 Sx PJaE1 H=,1 C TY OF RENTON Planning/Building/Public Works Dept. �J T J 0 C) 0 C) I Psi R-395304 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J d VALLEY VUE SHORT PLAT RAD HOLDINGS LLC STANDARD DETAILS AND NOTES GRADING AND DRAINAGE Pei 6BiLlra�in, dlrorllrp4w 0ILCPE.=w (diarIl i2lb a' 111' ap"toW diem. 12 1whi 1w 48' plpa-wch mB}al tardy Ifni II'C38E' Ir !E 10 T47t n I H 1Wa 188' iJdN y PUBLIC' W01111 PIPE COMPACTION ON III -Into S �i D31PART.HENT DEMON AND BACK30ILL MARCH 813D9 8.5' 4IN. 2" O_PTH O GRIND OR SAWCUT AND REMOVE B.5' MIN. 1' 1' 2 5' 1' 1' MIN IMIN MIN NIA WIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE F LL - OR AS REGI. 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XAWE H032-1 Sx PJaE1 H=,1 C TY OF RENTON Planning/Building/Public Works Dept. �J T J 0 C) 0 C) I Psi R-395304 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J d VALLEY VUE SHORT PLAT RAD HOLDINGS LLC STANDARD DETAILS AND NOTES GRADING AND DRAINAGE Pei �2 V ) W D DATE: 8/15/2017 FIELDBOOK: BOOK `i / PAGE: PAGE W DRAWING NO: J C4 Q SHEET: OF: 4 8 C'7 Cy) Ln Lid cy) 0') M M I 1 N I CV // II 3gg�� 000 \\,' I TPM -8899210280 I I RA TCH OF FENCE 1AkvFsRE7yA/R'--- 1 /8m.\\ 1 \ \ C.0 , N89"4 '63"W CO r18 "N� M �cP 7`r0 ` �� _�M �� 0 01' d M \ \1j6 / 8"BAOA 8"OA f0 0A 10"O� 2l , \ l 10-m o 73 �O co c0 0 \ c 4j � 6 c£> cP O d 1oMQ= �1 I II \ ,\ \ \\ \\ \ 7�4- \ 010 -OA INSTALL APPROX. LOCATION OF 1 j, / ;.'U • / \ \\7 '�� \ \ 6 M\ \ END OF LINE F,OR REMOVAL OFI POLYPIG JXMJ) AT 1 A 0 caM EXIST. SIDE SEWER I 1 tir1�i°s M\ M � PER COR STD. PLAN 300.6. 9(6"OA J j I CONNECTION TO v o 2 STORY WOOD : F Dlt=Xf Eh� coo "6' 6� 8" CAP AND THRUST BLOCK ON NORTH \ REMAIN LO BUILDING & �- `! 6 END OF CROSS. \ Wi I I � � BASEMENT ` • ". 5- S. 'END=153.70' M LU I I I I I FFE=153.29' I ;�?°� N. ND=153.78' \ \ \ Id "AJ W vo I I III I FH ASSEMBLY �\ a� �� / � ✓ / �;•. ' � II �\ \ \ INSTALL TOFF EOP PER COR STD. \ ^ oq W 1 I / / J� I/I I It \ ovPLAN 310.1. FH IN 5'X5' CONC. \ \ W I OP-OT�S a- PAD PER STD. PLAN- ,-or- - pp_ T � OP-oT - �- T' � !o ~j oP - - - - T r • 20 - o �!1S - -GAS GAS As =-GASB may. ` l GAS LU R I CL Z ib .i:,. ' ....,.: r ,..• . D N89°4l 'W o ` 11' 6-$t7VC ?.:• .. �:>::::: oofj�' ^�<b ��0 �ct1 co \ ` f :...... ..... T , / Y D DRAIN I I J 4" CONC. CULVERT w CULVERT = 173.54 I lE E. END= 151.11' IE NW. END= 15J.56' IE 4"FL OUT W.=172.69' NO SE. END FOUND z NEW WATFRqFRVI(' R 3106 TALBOT Rn RPC(')NNP('.T Op°V PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. %I CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S. �` AFTER RECONSTRUCTION OF HOUSE. \\ 6'BFNC i N 1 zo LL GAS GAS GAS \ �� I o 138'- 8" DI W I 15' WATER UTILITY EASEMENT E TF)m-9,4 67150,410 u 40 0 20 40 :# 1 ce 7610 RIM = 98.94' \ lE 12"CONC IN E.=93.21' lE 12"CP OUT N.=93.39' y (OUT IS HIGHER) I CUT AND CAP 2 EXIST. SERVICE �1 LINES AT THE MAIN. STREET RESTORATION PER COR <. STD. PLAN H032.1 \ o 1 /1. uluo urroc 1. v.0 8/15/17 CONNECT TO EXIST. 8" DI W/ / 1-8"x8" WET TAP AND TAPPING / 11/14/17 GATE VALVE, PER COR STD.) PLAN 300.1 / SSMH 753 RIM = 173.20' 1 -THRUST BLOCK 1E 87PVC. IN E.=166.28' 00 6"PVC. IN NW.=166.75' I1E 1E 8"PVI OUT S.=166.06' RIM = 99.15' IE 12"CONC IN N.=94.39' lE 12"CONC 1N E.=94.23' IE 12"CONC OUT W.=94.15' 12"CONC CULVERT IE E. END=94.88' 12'CONC CULVERT lE N. END=96.45' lE S END= 96.81 ' I lE S. END=98.28' TPN o a W �o / 0 plkal m W 12' EASEMENT W FOR ROADWAY. THE N. LINE ♦ A OF 7HE S. 106' 1 V REC. NC). 3669076 1 I W GAS0P_' GAS Z1 / ` \ SSMH 7577 t ' \ RIM = 186.71'/ \ 8 PVC 1N E. & OUT W. lE C7R. CHNL.= 177.10' C� G GAS GAS - N 1 PER CITY COMMENTS 2 PER CITY COMMENTS I TPH e 8 8 9921 0290 ,rpm.8 8 9921 0 300 TPH08 899210 3100 TFIKe8 899210320 12" CMP CULVERT TM -8899210330 /E SE. END=199.25' W/ TRASH RACK \ 1 ` / / 6"OAl2"9fl W t30" I`O SOA 6"OA10"oA I \ i 6"OAl2"OA �� 1000.00'Sr208- 08' / �\ 30 [ L 2 6 FNC. A NEW WATER SERVICE FOR 3112 TALBOT RD. S. RECONNECT • 790 ,��'` p ^79 r'O r'O �O o a' o o AP4 W 29 8"OAg OA 12"OA 12"OA 14"OA Q" \ \ 6� J O � A N \ N N 20 `78\ B"oUv A PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. 411' 6"oA 8 OA 6 -QA \ \ u' \ \ \ 1 I 20 -)UO y CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S. &6 OA 8"oAI �\6"OA \ \ \ \\ \ \ \ /26"CO ZOA\AFTER COMPLETION OF NEW MAIN. 0 X08"OA\ \ 8» \( ! f' ,84" �36YM12 bfA68"OA 0"COT I \ �•¢f/ 12 n1\ Q 12M lk / ACASfl8"��7/ 6"COT 8'A 1 M �2 M 6A 10 C4 1 ��'98"G` x/6,7 /4 \ �Ti4AG'Tl' �✓ P61110CIQ 8M 9�'■')So a"OAIm 00sCc0 100' NN s:' CONNECT EXIST. HOUSE2 STORY WOOD fiM 28 11I��TYPE2 WETLANDBUILDING I SANITARY SEWER 8 M \� s"8 o 20 11 MTO NEW SSCO-3, CONTRACTOR TO A�A3 w u p 07--- --aT - - VERIFY EXIST. SANITARY SERVICE DEPTH s\M \ N 8. o--oT=---)�--- 1 iN \ 10 M 6,M \ \ 1p"M M - w i PRIOR TO CONSTRUCTION. " � - - GAs 1 38 C -AC 7- A G S .GAS ` ` :� \ y w w Z 4.76/0 /» S 10 OA 7LF6 I - a"o n - $. A -ni 1 coo rtv1,6 4330 W0Q4 to' . � OA NQ 8 "OA 12 A o4 %•IWFNC O l jX18 98J.81 ' �� NSR T -BAR POSTS 0 a _ 1-186 - _ - _ CO -3 Dt(x I CO -2 RE=181.3 - Gr RE -174.3 IE=177.2 I Q Q Q J o o Q I Q I E=170.2 �o �o �o �o �Qo II o�Qo o�Qo o�Qo I o�o BUILDING \�� ,� �� I BUILDING SJSgo ac 11 rr Q� o I RE=173.6 M , , �0(v IE=167.4 B'PMf 1E17Q pv) \ \ lz• cuv lE lra a (E) P � 12 -PLUM 12' CMP c Ira G (s*9 _ _ WO FH -- -- �27LF6"SS - CONNECT TO EXIST N 130o 50 _ 8 -INCH SS COR STD. PLAN 406.1 J. 32ND PL. _ IE = 166.7+/- �� H s ce 23188.62' l = 1 6.. 1 E 12"CMP IN E.=184.93' b PV l E. OUT W E 12"CMP OUT W.=184.76' IE CTR. CH/JL.= 177.10' IE 8"PVC IN N.=185.15'_ CB 6003 I I RIM 172.91 8" CPP IE 168.65 (NW) 12" CMP IE 168.39 (NE) C6 I NO. I REVISION RIM = 172.8 IE = 170.36 (12" DI, S) APPROX. LOCATION EX. WATER 1 m r 0 Z 8 -INCH SS IE=166.7 +/- 17 1 LO LZ 8/15/17 JJJ SURVEYED: SURVEYED JJJ 11/14/17 LOC DESIGNED: JJJ 00 + +'CV C) r- BY 11 II AP P R EXISTING GROUND @ � II II DRAWING NO: C5 > PVI STA: 0+64.46 LU ELEV=173.81 w K=8.84 =15.00 (0 � (0 LO rn (0 0) 00 (0 M � CO C:) 11 o II Q W Q W MIN.I I- J J U U m W \ 118'-8" FINISHED GROUND @ 4_ EP- 2+06.35 180 75 CO -2 RE=174.3 170 IE=170.2 16 CO -1 RE=173.6 103 LF 6" SS @ 2.69% I E=167.4 0+00 0+50 1+00 1+50 27 LF6"SS@2.69% SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A JJJ 8/15/17 JJJ SURVEYED: SURVEYED JJJ 11/14/17 JJJ DESIGNED: JJJ () DRAWN: JJJ CHECKED: JJJ BY DATE AP P R APPROVED: JJJ SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 65 7G �Q EXISTING PRIVATE SEPTIC SYSTEM FOR 3112 TALBOT ROAD S. SHALL BE ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH REGULATIONS AND CITY OF RENTON MUNICIPAL CODE. NOTES; 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3. 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED -JOINT RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND CONCRETE BLOCKING. 3. FILL AND COMPACT ALL FILL AREAS TO FINISHED SUBGRADE EXCAVATION FOR INSTALLATION OF NEW WATER MAINS. ■ CITY OF RENTON ■ Planning/Building/Public Works Dept. Know what's below. call before you dig. 1 LJ 1 ` 0 CD0 1 co Q J C) co0 C) C) I T S-395301 W-395301 � a IN COMPLIANCE WITH CITY OF RENTON STANDARDS J d VALLEY VUE SHORT PLAT RAD HOLDINGS LLC SANITARY SEWER AND WATER PLAN AND PROFILE I- ry 0 2 () W DATE: 8/15/2017 W FIELDBOOK: BOOK PAGE` PAGE J J DRAWING NO: C5 �SHEET: OF: 5 8 �+- W (SEE NOTE 7) LIMITS OF PIPE ZONE 8Eti]DINC MATERIAL FOR 0" SAN17 PY SEWER PIPE a OF PIPE t5EE NOTE 5) FOUNDAT11ON LEVEL ,O, SEDDING FOR SANITARY SEWER PIPE MOTO 1. PROVIDE. UNIFORM SUPPORT U1MFR SAIIRLL Z HAND TAMP UNDER HAUNCHM A ODAIPATT BEDDING MATfMAL To Sm MAx. DENSITY EXCEPT eiRwTLY OVER PIPE, HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL SIE PER BL: QN 7-09 OF THE STAMpARD WOlFICATLTVS. L PIPE ZOW MATERIAL iSHALL, BE AEA SECTION E-03.12(3 ' OF TFE STANDARD 2P=FRCA1M& OR P6A CRAVED w. PiPE NUIST HE ANCHORED IN SUCH A MANNER A3 TO ENSURE FLOW LINE 15 MAINTAINED. 7. TRENCH isoTH !MALL SIE PEA &,arm 2-1]9.4 r3F THE STANCARD SPECIFICATIONS, PLAN PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS i a b 1Esr1r1; r+'AR. �_ rS F .cam �I7�- s IW � 'laPI4C 7r, ,'d JA";) APA: OOWVJ>%h FOR POLI'A14CIM YA°PIHC Aa ALVE [FL xu J' 1-31:NC=i..1;.Or CN ThP '7A1H 2' IAP AHO "-MP RA4�TF! -'NCH TAa 1--S:INO v AVO. •:A PD -TOM AR7 .NC" LGVi OSP +.E$ 13.` 1-°�Lta((Re.NAW 'TAF A 7" CV9W-Y^ O{N4_97 BL0GN1N0 ?ENFORA.IIY O=R C s; k F14 A..'.1'7A NEGACI CIETC. t z1 NEW'+ C.I. VIA*ER (INF II le 1_ AF'IEi A.LL ;LE01+.0 DY IdLYPIC. PRES5U:° nCTING RAL 0131NFEC'ON, RENDRE Yi.M'CRA" ELOOh a 2.0;W -D AL: OGHN _C" M +'ALv: ImTH •D1. �LLE4E NJ; d C,1, ;P07.5 FINAL-CWWf!CN Ov CITY FORCE= h0rt6 TAPFM1D TSS t A I SIE VA'JE 7At 14Y IRON. CUC (IL[ADNIP-1t fq EPD%Y-L`EAnC. t•ECL. 90L76 hVC NL•s SIH AL 0� CCP-7Ch. ALL :ECO At vALI,'C SFALL AC 'A'A-ER •4C1E7 WM "0 p AC 812= DN 12� TAP, ON ..ASr�HR"H WATER LHMIK-. YAP RHAM, RE AT LEW V =IZA. 01"MR ThAU z1E E VKS' 414. S N^ •a•E- 4P 0': ASP°9'a's GFy ]y1 LIRE -R SrfiFL U^1E 4 AkBBe-gg,�IAAP!11 CF' `k 5r'•Jc I"i aEnic5 ."A 1ER MFIN5 H1I,, 7E „IaIE L!• d CpV"R+C R OlA4L"RRR ., 0'Or ANC VE •� TP., aBRIXaATI.L ;d43 4TiRT••".RL .GNI7FF' JF P ',In' LP:E cit SA;R AVD 3'IAU, S Ot "MC 715 NN..) U F. n1 -HS 5A11E +'Cf1'ION761L ANO YEF'101- AL :NA'LIt 9° T,E I{xIy1INC g J' ?l CITU kRan au PPF'CRN IN`s '"IM. MWFCTOL, FROM TDF ':.14: •_IN -n ,D T•e; TA-IJG VALY, Wil J•I.. S,rrVy 4C D1• 9aOK.. PUVLID T,'Cr1n CONNECTION TC MATER MAiIN WITH PLAN - $00.1 " D?:FAfii']aF: T TAPPING TRS & VAt.VE A4ARCH 201 A P_44 1AFw ;` WM 18, NI N. to' NAX. SEE OE -AIL >~ VALNE BDxi LI] NTH EARS IN DIRECTION OF *ATER MAIN AN3 WORD "WATER" CAST NTO IT 4` CONCRETE COLLAR FOR VALVES IN PAVED AREAS 2 PIECE CAST RCN VALVE BOX,.ACH-SEATTLE TYPE OR CLYMP C FOUNDRY J ti 211 SQUARE DPERATINO NUT 1 i - 4-1/0 DIA. 1/e MIN. THICKNESS -I" STET. LENGTH AS REQILIRED 1/9" MIN.-HICKNESS - 2-1/4- INSO- MEASUREMENT 2-1/4" MPTH zuaR ciM[7H7FNUT ipm I VALVE B ARE KR III OPE � ERATINO PIAN - Hai 3L a MAIN ICL PROTH AP MEM er awe rNSM wMl MAIN TEC N V TIZ esrMLI11 trrP.y �^ ........ FRInA1L 4 l71E lE1W! 751 s m MAWAN PORT I'mme Or foil/ wens NWM TM WOW "100 SMOIL1e I PP[n A110 THE rriu p•wo w Yaae LVENIMIO 7o IRE WW 7!i Za �I r%rM6' SURFACE CLEANOUT NTH FAST IKON RING AND GDYM (EAST.iMAN IRON W'ORHS FROCUN NO, 00357SM OR APPROVED MAL, /EOFT NEWEYI ON 001 l pQ Sall. PLAN +OO.I PLII IMTALLAiHueJ 7NNCADU CILNR-010 ADAMS I1109 IJcau C AFL: a APPROVED MORAL) Nee:l�aAIIN -e r tEWIA STUB exey1f w1'E�NT1Rr a• SIDE SEWER 4-X 6" N[allal 1 ESSIN LINK as It r Im A %IV F'RD CLAY MAIN - WT N A NEW PW 'WE' 051111 "STRCNe-aACN' F1EMPLIS COLPLINCS VIMNCO OR APPROVED OQUAL). L OCI IEIE IdAIN - OUT N A NOPVD'TEr USNO "6111I ND-L1Ur FLIALRLK CC+JPLIRCS (FERNCC OR APPROVED EOUAI., C . PVp k U9110 rX MAIN - CLT N MIf 11111111 USING 0011 COIJPLIM OR COMA-PRLLEO NTH A ROMAC 2AOCLN (OR APPROVED ECUA4 D. IUCW P(V. MAIN - CORE-ORJ" WITH A ADMAC SUM (OA APPROVED EQJ)4 E. Mh*ME CONNECTION - ALL0(Y$ TO yAryHOLES PHALL E AT MANUFACT ARM KIOa-OUTS OR 7-9 STRUCTURR MALL dE F1A•-pFE11L3, Doov PSI RNA eOOCRa u IU-0PE r HORIZONTAL Ir IML dIDR �dSR JIM Y9E 000 11••�� NML UNLESS NILM IHE LDW6I MC1ae ElEYA71AILERRRc7LVR! a LCNFriIeeAlI,1 I,0' BOYeI AT FWMw DNA aR x L' ® PDBLIcwDR1Ks STANDARD SIDE 5EWER aro, PIAN -40 INSTALLATION _R DEPARTMENT (SEWER MAIN TO PROPERTY LINE) ;-,\ 7 El W. r - V 11-1/4' 3END 22-1/2' 9EN3 LE!' SENO CAP TEE rOIBEAD TN03T BSO( O&AAINC AREA N BMAAM FIST (NE Nabi) FM W RIm TAL AND COMMAND YWMAL 11MON MY NLi ON FS=PAZ- NAND CC/IPMT So a UmY4L IeW �n N13 Hp' Ra' Pale] I. I N7 4S a3A1 .I I NC A' EETe N solo ra mAP ae FJR as'n• aE#M r:E DAA GA Pu:a as Ira' sew _EE:OAP mr RID A Al YAR. INaLT OF RINir am om - aA r DOP71 OF MCF NIIL I•KICR OF WUWr s.= LFT; . MO. PPE + I.a F IV RUJRE .ER NCTEs; 1, -OCI AND M W LMNO 'OR E IAKO:N THAN IrMWR:N 4N) FOR nL "[11 31FFENnr RAN III SMALL s: DErzFI'wNEO BY TIE ENGINEER. I ALL xOrnKW SHALL N AWNED IN RAS! AMNE- UM0IMNNE3 IIATVE 00014-A S ALL 2C1E0 r,%W 0IED0NMAL. 01 3MDPLLM AMR AIA. ' DAY. PROB'JE VMM NILL COCA AFT. DUN= E HAS REACHED.WIVI14L MMPNE:il A& arlmNR. 4. ALL 11=0 STALL NE =113114TE C.3 tl-Ip'R. B SLOCI NO AGAW, nrtNOs NU'.. BEAM A0M9- -H! BEATMr FR0N0 UW#M ANSA -MOS. MY 11HI L NOT 30110! aR MOLD E -- ZINC% :*N- BLLTi OR ]LARD! 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ALLTWICX MICIRLLwALL AELOMFAC'IM0TOON MUNrMMIMUM DNYaDBr(VM OTUMMM W TH1 MODIFW PROGTORTar MuNco M MROADYwAYA1pA011AAYlP10YLCIIIAipAaWAYAaMAMDD1av;xAw'RA11®BPMLCSPrMDDNLIMLVm Mau ALL09N�Mur CT EMULMUMDOL IMNCnar2NCCONGFMWWTMIIAPM*ALLMM M0,MMrALLMANDPOIWMNR MINAMRMNCIWJTHCOYOF R1WIp1 MINDARD MINUS AMAFECNIGTMAaAND &HALLNNWrALIaDATALL wS71GILANDIOA WMFffr MM AN D MMI W HYDMVM MMUWM IN N MILAN aaDDi n MR R UMMO MALL NN04M=LXWM 21 ACMMM 10 7, ALL NMF WATIRMUM IUMArBPMU M;FMLLLH IIAFOAMPIPEPM"THOWHTHEMPWN10IMAMALnM% MUNCr]AANDTM . GLRA011NAPMMUUANOPUAr"TlirAMRKALLwDOLNNTAEMR aPANOLNOIATHR ALPahWOQMall ACRYa!N>fagNLRIMINW&'T=. 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I PUBLIC WPORICeI ']� rl.11li f�iRIIAL aD73MD MTB ITA PLAT- D3PARTV.>IN I xAR�af A TOPCIIAW 1" OALVAN= PIPe ANC 2" GATT 'VALVE 1n1 Mkm CA.A7E ELIVA'17V fr^ INSTALL Z" PLUG 6.1 "4a FAN, a FT'VIN. JOAN ('G^IN;I- U"AMEfEFI AWO JNEIFP; r.Fr'R }1:I,19VaL PF 'C''_YP13 A FT V'IN. ]OVER 12- N-01 O�AMETER AND OVER'; r r i� NEW WATER VAIN PCLYes!O f •� VERTICAI. C. CAS FCR fIDLYPIi,:,INI, a ATI; ;NI .,12E OT;•E:-ICAL 1R..9 591.1 23 THF VMS AE 512E cr ON ANE W'EN-CCL CPC55 (MJ a F_ -4E RUhn FUN:' CN 9..P OF C. N�5 'W -a 2" -AP & 2' EN r'LL41' HA.`Y,'..°F-ASSERti_" t,t E W'A-0, As 4i'N�LY A,+ IN SIT,_ $' -ULC AMp ROY 3Vk CF 01AVINC '-M-SIC", ..JE DL•�i rtl,Nlf ON §:'10 GI' U'l 117; OA EAE, ;;F CU05S "17A."Npz-y A f:MVF AL'_dQP A0 40LPI3S tAAL•_ 9_ R_V0VIEO FHT 5:11AP Dk VE4NCAL CAGES A'FCNE 715111rn ON OP NE+I'WA"'C! NAIN runnD Tt:Pt? s POLY PI STATION FOR CI G ANING OF STD. n" - 1100.6 DE? nfK"_) FrNf WATER MAINS MARCH 2010 IRE HYORANT SHALL BE COREY-TTPE EC1AL M ZWA CfRa3K1M TYPE SUCH AS CLOS NkMZ10 V s H SIL'ER GENTIAN 2W, ANC VATEROUS PA9ER 1W71- E JD..AT NL_T MTM LUGS. 'J-:/4" MASA VALVE CPENNO, ^CSE CONNECTIONS NA -M . E-AADARO TfflE , 4' ONYWROM C1Y OF SEATTLE THREADS WTO• A STORE I ISTD' BEAT -JE -TREAD x B" STORZ, Ar-AKH ED WIC: V.1i. LYIP, 1-1/Y' PEN TAO:3N CL39MT NO WU FRE TED BY R-4 TON FEE DEPARTMEM-. FIRE HYDiANT EXTENSION TO NEO F REQUIRED. -MN. 15' To 2N.' lEHN7 e4.7i Or >1 VALVE OPERATION NUT EX-ENSIOV NOTA• CURS OR 12" BEHIND BACK OF Yx EXTENSIONS ARE RECUIRcO WiEN VALVE 4J - SI)EWALK THAT !S ADJACENT TSI CURB IS VOR- -1HAN 'HREE r3} FEE' BELOW 2t -4'aw s e STORE TWO-PIECE CAST 1RD.A VALVE BOK Mr LUG -9'Idme THICK 03NOREIE PAO AROJYD TYPE DOM, MAL TC KL`FPIC FOJNOAY CO, HYORANT, FN;'SF TO MATC4 9110 hALK, irrmmw S" ^DP amvim }AWN R:Gu- 1 BASE E11PAk310N NOWT AT SEC'1011 LEAOTH TO R". VALVE NJT EK-EN910A BACIK OF SOEWALK AS REALLRED, //r 4CRE-E S ]EYIALN MAIM PAYMENT MARIKE.1 1`.'PE CS -A I.! aR PLAATNO STOP BiINSCJ "E TWO -WAY BJ.E RE -LED TiIE 4 3^ w4 Wen FINISHEC ORAD E. IXT'QIjSfCNS ARE To BE A 38° SLOCKINO fF MIN, rA MINIMUH OF DNE (1) FOOT LONG. ONLY DINE J WDTH EXTENSION TO BE JSED PER VALVE, HCTE A.L EX-ENSICHS ARE TO B- MAGE A - sec 459,t�. r Wil -E OF STEEL. SIZED AS NOTED, AN PAINTED 2n B2- A/ KITH TWC CCATS OF META- PAINT. y 21" VALVE MARKER NOTES: 1 VALVE MARKERS SIAL- SIE EQUAL TO CkRSDNI' E LTILITY .0ARXER VALVE MARKER POST TO BE USED FOR ALL SER J WAMER VALVE WAISER POA POST l9il.5y►LStiWA MAIN LNE VALVES OUTSIDE PAVED AREAS zuaR ciM[7H7FNUT ipm I VALVE B ARE KR III OPE � ERATINO PIAN - Hai 3L a MAIN ICL PROTH AP MEM er awe rNSM wMl MAIN TEC N V TIZ esrMLI11 trrP.y �^ ........ FRInA1L 4 l71E lE1W! 751 s m MAWAN PORT I'mme Or foil/ wens NWM TM WOW "100 SMOIL1e I PP[n A110 THE rriu p•wo w Yaae LVENIMIO 7o IRE WW 7!i Za �I r%rM6' SURFACE CLEANOUT NTH FAST IKON RING AND GDYM (EAST.iMAN IRON W'ORHS FROCUN NO, 00357SM OR APPROVED MAL, /EOFT NEWEYI ON 001 l pQ Sall. PLAN +OO.I PLII IMTALLAiHueJ 7NNCADU CILNR-010 ADAMS I1109 IJcau C AFL: a APPROVED MORAL) Nee:l�aAIIN -e r tEWIA STUB exey1f w1'E�NT1Rr a• SIDE SEWER 4-X 6" N[allal 1 ESSIN LINK as It r Im A %IV F'RD CLAY MAIN - WT N A NEW PW 'WE' 051111 "STRCNe-aACN' F1EMPLIS COLPLINCS VIMNCO OR APPROVED OQUAL). L OCI IEIE IdAIN - OUT N A NOPVD'TEr USNO "6111I ND-L1Ur FLIALRLK CC+JPLIRCS (FERNCC OR APPROVED EOUAI., C . PVp k U9110 rX MAIN - CLT N MIf 11111111 USING 0011 COIJPLIM OR COMA-PRLLEO NTH A ROMAC 2AOCLN (OR APPROVED ECUA4 D. IUCW P(V. MAIN - CORE-ORJ" WITH A ADMAC SUM (OA APPROVED EQJ)4 E. Mh*ME CONNECTION - ALL0(Y$ TO yAryHOLES PHALL E AT MANUFACT ARM KIOa-OUTS OR 7-9 STRUCTURR MALL dE F1A•-pFE11L3, Doov PSI RNA eOOCRa u IU-0PE r HORIZONTAL Ir IML dIDR �dSR JIM Y9E 000 11••�� NML UNLESS NILM IHE LDW6I MC1ae ElEYA71AILERRRc7LVR! a LCNFriIeeAlI,1 I,0' BOYeI AT FWMw DNA aR x L' ® PDBLIcwDR1Ks STANDARD SIDE 5EWER aro, PIAN -40 INSTALLATION _R DEPARTMENT (SEWER MAIN TO PROPERTY LINE) ;-,\ 7 El W. r - V 11-1/4' 3END 22-1/2' 9EN3 LE!' SENO CAP TEE rOIBEAD TN03T BSO( O&AAINC AREA N BMAAM FIST (NE Nabi) FM W RIm TAL AND COMMAND YWMAL 11MON MY NLi ON FS=PAZ- NAND CC/IPMT So a UmY4L IeW �n N13 Hp' Ra' Pale] I. I N7 4S a3A1 .I I NC A' EETe N solo ra mAP ae FJR as'n• aE#M r:E DAA GA Pu:a as Ira' sew _EE:OAP mr RID A Al YAR. INaLT OF RINir am om - aA r DOP71 OF MCF NIIL I•KICR OF WUWr s.= LFT; . MO. PPE + I.a F IV RUJRE .ER NCTEs; 1, -OCI AND M W LMNO 'OR E IAKO:N THAN IrMWR:N 4N) FOR nL "[11 31FFENnr RAN III SMALL s: DErzFI'wNEO BY TIE ENGINEER. I ALL xOrnKW SHALL N AWNED IN RAS! 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ALLTWICX MICIRLLwALL AELOMFAC'IM0TOON MUNrMMIMUM DNYaDBr(VM OTUMMM W TH1 MODIFW PROGTORTar MuNco M MROADYwAYA1pA011AAYlP10YLCIIIAipAaWAYAaMAMDD1av;xAw'RA11®BPMLCSPrMDDNLIMLVm Mau ALL09N�Mur CT EMULMUMDOL IMNCnar2NCCONGFMWWTMIIAPM*ALLMM M0,MMrALLMANDPOIWMNR MINAMRMNCIWJTHCOYOF R1WIp1 MINDARD MINUS AMAFECNIGTMAaAND &HALLNNWrALIaDATALL wS71GILANDIOA WMFffr MM AN D MMI W HYDMVM MMUWM IN N MILAN aaDDi n MR R UMMO MALL NN04M=LXWM 21 ACMMM 10 7, ALL NMF WATIRMUM IUMArBPMU M;FMLLLH IIAFOAMPIPEPM"THOWHTHEMPWN10IMAMALnM% MUNCr]AANDTM . GLRA011NAPMMUUANOPUAr"TlirAMRKALLwDOLNNTAEMR aPANOLNOIATHR ALPahWOQMall ACRYa!N>fagNLRIMINW&'T=. THIN CONTRACTOR5Mg.WPLY,IMO'ALLMMREMOVE PUJ I, mRP=TElre00R,RICwRC4FAENAMui%AMDTHRLRTM ummr/ALmimFDETIr mDPImAmlTNicitwe mNMA:hhDN SHALLU MADS WWMTNM JWW AAIMI ON M WaMiTHINRW Wr TAPOUTOAX WNEM MANIML TNR NAW PPEM HAN RAIN MAM4I0M 3IMU7e7 I1 PLLMMD,AND MM WITH FEWHAWPUM YTBTINU. eNCWWKfARMAIMINCUMNONMYCIJA7MUNMLL31Tl ATASTACKP�OFIMPSA;Ow1EWOAEwa PRIIBi M WrfH AMIAfMUM OF 126 FNTWiRTNRLa11 FOR:MWUTM AR HAM1AJOINIMOFd731 MILPI DWPOUANw THE MTRITarPAMOD.UPON ZAT1aACTaNVCOWU MAOFTHIIPMMURM7 ,TOA LEIWALLMDMNFWMFUME% PRODIMBWXMIAMPLBWALLRITAT{'.PaRPUMMMIi PFIHIIPLMZWOR¢MPWM@L A TKICWWCICIL3 ILLMOT1r17H1pTYOP WfMNYM71RUMMAWMAIMMIAMC1 N1aATL911Ar3DWOAMNe GAYS PMpL TO alA;eli O7NA1lCTpNMm07111 CLaTINe W1A7IN dYSrNL TH! CONrRAC1aRNiAl1 atPOsITHI IDlr1B vwl m MAIN AND MMM ATTMIWIEAB=PONITWMIaRDlwNeTHIN NICE& PADA" MANDIrn mJim= post PROL!!Ol AND eMTALL MACQILL, CarCRM17 ■IOCIAM, Allo COMPIeTIeUNADI RaATDAHA7ADN. I PUBLIC WPORICeI ']� rl.11li f�iRIIAL aD73MD MTB ITA PLAT- D3PARTV.>IN I xAR�af A TOPCIIAW 1" OALVAN= PIPe ANC 2" GATT 'VALVE 1n1 Mkm CA.A7E ELIVA'17V fr^ INSTALL Z" PLUG 6.1 "4a FAN, a FT'VIN. JOAN ('G^IN;I- U"AMEfEFI AWO JNEIFP; r.Fr'R }1:I,19VaL PF 'C''_YP13 A FT V'IN. ]OVER 12- N-01 O�AMETER AND OVER'; r r i� NEW WATER VAIN PCLYes!O f •� VERTICAI. C. CAS FCR fIDLYPIi,:,INI, a ATI; ;NI .,12E OT;•E:-ICAL 1R..9 591.1 23 THF VMS AE 512E cr ON ANE W'EN-CCL CPC55 (MJ a F_ -4E RUhn FUN:' CN 9..P OF C. N�5 'W -a 2" -AP & 2' EN r'LL41' HA.`Y,'..°F-ASSERti_" t,t E W'A-0, As 4i'N�LY A,+ IN SIT,_ $' -ULC AMp ROY 3Vk CF 01AVINC '-M-SIC", ..JE DL•�i rtl,Nlf ON §:'10 GI' U'l 117; OA EAE, ;;F CU05S "17A."Npz-y A f:MVF AL'_dQP A0 40LPI3S tAAL•_ 9_ R_V0VIEO FHT 5:11AP Dk VE4NCAL CAGES A'FCNE 715111rn ON OP NE+I'WA"'C! NAIN runnD Tt:Pt? s POLY PI STATION FOR CI G ANING OF STD. n" - 1100.6 DE? nfK"_) FrNf WATER MAINS MARCH 2010 IRE HYORANT SHALL BE COREY-TTPE EC1AL M ZWA CfRa3K1M TYPE SUCH AS CLOS NkMZ10 V s H SIL'ER GENTIAN 2W, ANC VATEROUS PA9ER 1W71- E JD..AT NL_T MTM LUGS. 'J-:/4" MASA VALVE CPENNO, ^CSE CONNECTIONS NA -M . E-AADARO TfflE , 4' ONYWROM C1Y OF SEATTLE THREADS WTO• A STORE I ISTD' BEAT -JE -TREAD x B" STORZ, Ar-AKH ED WIC: V.1i. LYIP, 1-1/Y' PEN TAO:3N CL39MT NO WU FRE TED BY R-4 TON FEE DEPARTMEM-. FIRE HYDiANT EXTENSION TO NEO F REQUIRED. CCNDRETE IHRJST BLOCK X,i MAIN JNE TEE, WITH S' FLANSE SIDE QUIET. a DATE VA -11E (}L X MI AWWA C -ADN, RESLENT BEAT !" OJCTLE ROY PIPE, CLA38 S2 CEMEN- LINED, LEAOIFI 10 FIT \ -3/4' 007--]J STEEL AE ROD1 15• x E• x 4' VIEAUM!r4 ` YARD OF 1-1/4' WASHED ORA Y RUCK CONCIETE SEMI YC I A3OVE BOOT F -AMM PLACE S YIL BLOCK ADER HYDRANT 3OLY'ET9HY-EHE FILA ARI T02 AM BIDES OF 3RAVTL, FIRE HYDRANT ASSEM?LY LEVEL ALL IMlOIRAO LEVEL ALL DRM 0 WIN 3' mDws MIX 3' RFDIJS ` 1 CAE VAX ROCK S j111�" 1 �-B' =111I DAD S' ODNKREN PAO �!I F1F1=L (HY)RANT LOCATION N CUT OR FILL ]PUBLIC WORKS FIRE HYDRANTASSEMBLY Ofo' FLAX - 510.1 + OBPAL7rMHNT Utility SpecTrCatons 12. oatunn far Va TcaI Control shall be Nardr American Vertical Datum 1968 Mater, and far HwL c3rml Control Ahall be North Amotmn Dshum 1483/1441 Meter unkew Otherwise approved by the Coity of Union Public Waft Department. Refers nee bench mark and drat.lons are rated on the planed. 13. All disturbed Aram shall be needed and mulched or otherwise abatlllsed to the mWeetlon of the Dep rtmenit far the prevention of arrsta erosion after the complelison of construction. 14. All pipe and appurtenances ahall be laid an a properly prepared foundubw in accordance with the atendenia end apeclf erbons of the CIW of Renton PlanrilrQMIId1mg/Pu bik Works Doperlment and die lataart III of the WSDOT/APWA Standards end Spaclflstlars, as approved and modlAeel by the City of Renton in the Renton Stondmit Plans & 5pN71ilMtphL This shell Include necessary levaling of the banch7 bodtom or ft top of the fahmdeti m material, en wall as placarrarit and cDmpa I of required bedding material, to uniform grade so that the srlbrs length of the pipe ill be supported an a urifiormly cblTee, unyielding base. P1pe bedding chair be pan gravel 5 Inches above ami be law the pipe. 15. Smltiory salver pipe shall be pc"nyl Chloride (PVA rubber gedMied ASTM D 30K SDR 35, or dudIle iron dBs 34 unless oderWlse approved by the Wastewater Utility. 16.I<n un'Imprevad semi% msnholis tD extend minlmum 81r1ch w and mNdmum 12 Inches aboviL finished ;reds or must have minlmum 2' dlamsbnr conaeta r'Ing poured at grade. In paurad area, com rm-st slope in all direction to match paving. 1 1 PER CITY COMMENTS NO. REVISION sra-t'.r: Rtes hf3k A a.iS�alNc {T�Usj. R .:CSR 1+.rIr A: 2?1a• r<.JlTIZAL &tone /~ p!!AA �VF 5 1111 L ` 82 NY'� S 2 "URN3L;•KLEB ''� x '� y t i '� ;e l 'nH?EAC 9 U + "� •,1�.J I � '� I � � � s 4^ sr.L • . ,�. IST a" see : V4 24 1 rib= x C.. SCC �a, 7 iia 20 A r T: SCC j tl rr rE ti R - 'MICE 94:''L'5 C` S°•FCRKLC RCC IBM $ ..IACNLC ROCS s ryp£ ,a h7'P 0 %D IN "7k 4S' v0rG4L H&Js -MN. 15' To 2N.' lEHN7 e4.7i Or JJJ LS CURS OR 12" BEHIND BACK OF a VILI h+ ]' SI)EWALK THAT !S ADJACENT TSI CURB 2t -4'aw s e STORE TWO-PIECE CAST 1RD.A VALVE BOK Mr LUG -9'Idme THICK 03NOREIE PAO AROJYD TYPE DOM, MAL TC KL`FPIC FOJNOAY CO, HYORANT, FN;'SF TO MATC4 9110 hALK, irrmmw S" ^DP amvim }AWN R:Gu- 1 BASE E11PAk310N NOWT AT SEC'1011 LEAOTH TO R". VALVE NJT EK-EN910A BACIK OF SOEWALK AS REALLRED, //r 4CRE-E S ]EYIALN MAIM PAYMENT MARIKE.1 1`.'PE CS -A I.! aR PLAATNO STOP BiINSCJ "E TWO -WAY BJ.E RE -LED TiIE 4 SE" MIH w4 Wen (a,15 C94E1! i.}. -CONCRETE SLOCKINO CCNDRETE IHRJST BLOCK X,i MAIN JNE TEE, WITH S' FLANSE SIDE QUIET. a DATE VA -11E (}L X MI AWWA C -ADN, RESLENT BEAT !" OJCTLE ROY PIPE, CLA38 S2 CEMEN- LINED, LEAOIFI 10 FIT \ -3/4' 007--]J STEEL AE ROD1 15• x E• x 4' VIEAUM!r4 ` YARD OF 1-1/4' WASHED ORA Y RUCK CONCIETE SEMI YC I A3OVE BOOT F -AMM PLACE S YIL BLOCK ADER HYDRANT 3OLY'ET9HY-EHE FILA ARI T02 AM BIDES OF 3RAVTL, FIRE HYDRANT ASSEM?LY LEVEL ALL IMlOIRAO LEVEL ALL DRM 0 WIN 3' mDws MIX 3' RFDIJS ` 1 CAE VAX ROCK S j111�" 1 �-B' =111I DAD S' ODNKREN PAO �!I F1F1=L (HY)RANT LOCATION N CUT OR FILL ]PUBLIC WORKS FIRE HYDRANTASSEMBLY Ofo' FLAX - 510.1 + OBPAL7rMHNT Utility SpecTrCatons 12. oatunn far Va TcaI Control shall be Nardr American Vertical Datum 1968 Mater, and far HwL c3rml Control Ahall be North Amotmn Dshum 1483/1441 Meter unkew Otherwise approved by the Coity of Union Public Waft Department. Refers nee bench mark and drat.lons are rated on the planed. 13. All disturbed Aram shall be needed and mulched or otherwise abatlllsed to the mWeetlon of the Dep rtmenit far the prevention of arrsta erosion after the complelison of construction. 14. All pipe and appurtenances ahall be laid an a properly prepared foundubw in accordance with the atendenia end apeclf erbons of the CIW of Renton PlanrilrQMIId1mg/Pu bik Works Doperlment and die lataart III of the WSDOT/APWA Standards end Spaclflstlars, as approved and modlAeel by the City of Renton in the Renton Stondmit Plans & 5pN71ilMtphL This shell Include necessary levaling of the banch7 bodtom or ft top of the fahmdeti m material, en wall as placarrarit and cDmpa I of required bedding material, to uniform grade so that the srlbrs length of the pipe ill be supported an a urifiormly cblTee, unyielding base. P1pe bedding chair be pan gravel 5 Inches above ami be law the pipe. 15. Smltiory salver pipe shall be pc"nyl Chloride (PVA rubber gedMied ASTM D 30K SDR 35, or dudIle iron dBs 34 unless oderWlse approved by the Wastewater Utility. 16.I<n un'Imprevad semi% msnholis tD extend minlmum 81r1ch w and mNdmum 12 Inches aboviL finished ;reds or must have minlmum 2' dlamsbnr conaeta r'Ing poured at grade. In paurad area, com rm-st slope in all direction to match paving. 1 1 PER CITY COMMENTS NO. REVISION sra-t'.r: Rtes hf3k A a.iS�alNc {T�Usj. R .:CSR 1+.rIr A: 2?1a• r<.JlTIZAL &tone /~ p!!AA �VF 5 1111 L ` 82 NY'� S 2 "URN3L;•KLEB ''� x '� y t i '� ;e l 'nH?EAC 9 U + "� •,1�.J I � '� I � � � s 4^ sr.L • . ,�. IST a" see : V4 24 1 rib= x C.. SCC �a, 7 iia 20 A r T: SCC j tl rr rE ti R - 'MICE 94:''L'5 C` S°•FCRKLC RCC IBM $ ..IACNLC ROCS s ryp£ ,a h7'P 0 %D IN "7k 4S' v0rG4L H&Js 8/15/17 JJJ LS IN COMPLIANCE WITH a VILI L A DRAWN: JJJ w4 Wen (a,15 DATE APPR fF rA �.4i •15 J A - sec 459,t�. e 1 2n PUSLiO {iORH� i=NCRETE ELOCPONG ron VE,RTIcAL sm. ELAN - ssa.e •'r D�Pnf 1]iEV.' FlrrlNrs MAROH 201.7 Iran' P.A31C METER BOK EQUAL ro MIO -STATE% aLAGM IVC.. SOF SERIES YSBCF 1324--1; LATH I:7a' TIMCK DUCTILE LICA DIAI940 PLA1F. CDOM CL1L1i to I--0TA'ti PLASTID{ C. =110. 1344-1 WT1 REALER La ANO Y CRILLED 110.E FOR TOUGHFEAD PIT In (SEE DETAIL A -A) On 14" E NL 3M ONADO _'.'.---._ 3E' WINI KIOWR art RME RM _NWQ JY UNIMPROVEDNC±T GF 71 •�- ALITAL. MIStl7! 30A A' °RCPEWN LINE WTF 12' AND CDPPEA T'ALF ECE . b0tR1AL1( ^ HREAO `1wITER TCW 7rY _TYPE 'K' SOFT t i DDIFFER TUDINd AEN ]JOTILE .111WAT.. F SERVOS DEE M HOUSE 'S y Z TO 3E INSTALLED 1N 1FIE FLTJRENS"AL FIM CM_" C! AA. AI'x COMPRESSION OOJPUN2 L90F DDwR tD M-MUKEOF WAR VAIN TO PII IIE 'AAt( IN CWPEREII IEI•IEN FCR .TIL" L ERe roR] 8Ei11YCE LIVE -O NE%i. S 21-21 aWCOOSD DI NUEL.M:.1H�4i70 YAC -2 AMC -E 3ALL VALVE M INLET AND OK3IFCINAIIDN mm WTI-; CAL- VAL1l. •DMD SINGLE CFECK VA.VE u1 OUTLET TAPERED THREAD (a0). Wr.X DONT - FORD OR NfAE L51! }Fst47o-4 (3�4' FB100D-J-De OR AY WM044LD 47019 BOTH INLET AAO CUTLE' W.1• GUIN JOINT, . AKLOCK W..43E ON f(I `Wtl( All W.SW iALD 41D:i IN -ET MOLE 3ALL VA.VE AND SU*_E CHr7C( VALVE ON OUMEL A.L FITTINGS 30.1. SE wATM CACiK ,LMNT, NOTE: ALL M_T:CR SORES RIS -AVE] All CONKYEIE OR PAYED DNY•_IIALS SHALL 3E SW-RON EQUAL TO OL"MIO FOLNJARY. EX-MMON JOINTS MUSH BE WALL -E] ON NTH SICU OF YETM BON. A- A DR L. D' DNA. HOLE FGR AMR (AU TOVAAC METER REAM.' -OJCFRE'AO DDdOE 4-I/1' YIN, FROM ADVRD3r _ AND .TONT E30E OF P.T 1-D S 71 PIS I NOTE THE 9EENrER OF 1•E HO.E MAST BE AT LEO1' F14011 UNDEINEAIFI Rab DNL3- THE T3 SPACING AL.OWS THE HUT M nCHTEK AUk3'B THE OPEN IDE OF MORE THJA ONE 113. + �S ' I I IC iVIONNKS O4' AND i" WATER SERVICE 9M PLAN - 1I84d JJJ 8/15/17 JJJ SURVEYED: SURVEYED IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGNED: JJJ DRAWN: JJJ CHECKED: JJJ BY DATE APPR APPROVED: JJJ SCALE: SCALE ONE INCH AT FULL SCALE IF Na ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Llttllty Spe dficatIons Water 1.11:11.tty Notes and Speclflaatlansi THESE NOTES SHALL APPEAR ON PRO3ECT'S FOR THE WATER UTILITY, 1. All work materiel ahall be in conformance with die ala ndards and speclfiea bions of beta L'1ty of Renton PlennInWlulidlnWPublic'Works Department and the latest aditlan of the WSDOT/APPA Standards and 5pedflcetlons, as approved and nmdlflud by the Cloy of Renton in the RwtDn Standard Plans & Speeftstions, A ant of Approved plans shell be kept on eft st all times during construclMn. Z The hours of work In the streetht of,va ahalI be Ifmlted to 8:90 AM to 3:39 PM an weekdeye inIees other Am ap awed in wri9ng by the Public Warks Department at (4,U) 490.7901. The Polka DsperbnerTt, Fro Dapart ant, and 411 shall be natAed 24 Incur Ta advance of any wank In the right of way. 3, All locetloria of sidebng wrilides shown airs apip nxdmate and it shall be the corbector's raApwalbilty to verfy the true and cornxt loaetas sol as to avoid do mage or disturbance. For utility klCa"' call 48-hour locatin 600-429.5555. 4, An Approved Triallic Cartrol Plan Is required to be nub mitled at the Prit4ki structlan meshing, S. Datum for Verbal Coital shell be North American Vertical Datum 199 Meters, and for HOMED MaI Control choir be North Amaritan DAtum 1263/1891 Meters unless otherwise approved by the aty of Re ntan Pu We IM1larka Depsrtment. Rearence handwork and elwedcns are rated an Ifo plans, S. All watanYakn pipe 1s to be coment Iinadl ductile Iron pipe cD(lhming to AWWA 0119 and Ciii or latest revision, thickness Clew 53. Cern$ mortar 1lning and seal coating shall conform to AWWA C104 or lelast revision. Pipe ljoNts to be push -on or mechanical Joint 9eddYlg to be Can C. All dLtlilel Iran pipe and fittings atiail tem polyethylene wrapped par ANSUAWWA C1DS/A21.54i3 SM Mande. 7. Cast Iran and ductile iron f ttlrigs shell bre Lament Iirxi, pressure rated an rioted on plane, and In accordance aft ANSI/AWIWAC110jA21.10.87. CIAmsM 1lning shall be In accordance with ANSI/AWWA CLD4/42V4-W If ffldngs are 3 to 12 Inchea in diameter and have mechanical jalrhts, the fittings shell In aanrclance with either ANNJAWWA C119•A21.SD-B7 or AiN VAWWA CISNA 121.53-44. Three (3) Inch to 121mdn diameter f hnA which Have maclenleel Joints and/or fmngW:Mnb, shell be in accordance with AMAWWA C1101A21.19.97 or a comtinadan of AN19WAWWA C110f A21.18.97 and ANIWAWWA CIMIA21,53-44 such that the portion of' the IIII with a medianiml joint(s) may W with ANSI/AVMA CIMIA21.5344 and that portal of flim fitting with Flanged joint(s) IIhall be in accordance vib AWWA C11D/A21.10$7. Accepmrha ging In accordance with section 53.59 of AN5I11AWWA sewdrlDn 104.3 of AH5r1AwWA ClICIA21, LD'67 shill be "had by the rantroctor and tramamittsd to the owner. 8. Gate valves shall be (ran body, bronEad•wmir ted, double dfse wM broi wedging device and 0-M rig stuffing box (AWWA s:Sisl) or of roil lent seated type (AWWA C509). !Utility Specifications Ste ride rd PlAm &SpedAcsFdaTs 7-11,9(11). The on In pressure shall not site sed 5 pd during the 2 hour test period. 19. All wele nsins and somas shell be diel ifacted by the rodeo loo of a 50 ppm (minimum coneentretlon) thlcrineJwaler mlutl0n. DryCdclum HypmChlcrle shall NOT be plead In VIA pipe As laid, Chlorine ""he metarad/Injectad In arm i>te with Stan 7• 11.3(Ug or 7-iL.3(12)F of the Standard Sped it lona ra%i ncad above. 20. A pre-mrstrucdon mMerorscs is required prior to any edit u tion. A minimum of fva (5) working days raft is raqulred farschedu11ng. 21. 7wan4yA3ur (24) (sours notice will be required prior to starting new tonstructicn, 22. It shell be the contrsclI res t11 to secu'e all n rmlts or to start) � � necessary pe prior ng 23.07et1hIOw of corporate stays, water soM m, IInes and meter shall stmt be done until al servlos Iagrm. nta, rioter appliotlase, aonatructIon permits, and payment of fees have been made to the City of Renton. 24. Ail conned n to existing mains Is to be accomplAhlfd by the City of Renton, aiatept wat 'Rspy, which may be made by approved wet imp Contractors with prior approvd from the Public Works Department. All necessary excavartim end materials are to be supplied by the contractor and be con -site prior to ClIty rmt111catkxn . 25. Enspectioin will be aecomplllhad by A reprenentailve of the City of Raman. It shall be the conhb'Aetarl napmnsltilllty tm nodty Development' SoNicea tmMyfou r (24) horse I advance of bmckflling ell constrwd lon. The contrctoq in wall as'fhe snglnaers, shall keep am - built drearlings. 25. Contractor to provide pugs and temporary blowrmff mom bliss for to ting and parity aca ptanee prior to final tie -In. 27. All joint nestreint systema (shackle rods, nota, bol% etc.] shall be as manufactured by the Star Menufacturing Cam pany aF Columbus Ohio, or equal, sppraved In writing by the Public Warks Department 29. Asphlalt and concrete street pave ng ahal I be sewcut to a minimum depth of twla (2) inches, ail met atreeft be spade cut. All me aidewal curb, gutters, and crlwww ay approaches ahal be sawcut to amimini im,lm depth of iia (27 Inches or removed to an exhting expansion joint. 29. A temporary Cold mix asphalt patch shall be placed con the day of initial exam bon with a psrmanwrrt, wind patch to be plead, to C(ty of Renton policy, within 10 days. Cali for subgrAde Inspection prior to placement of finer patch. s 39. For City projectli such as telamatry conduits the PVC pipe used shall on All derihlCmI procaw linas &Mall be sclwduIs 80 PITC pipe. Schad, le 49 In unimproved arias end nahaduIs 90 PVC pipe under Improved areas, CITY 0 E RENTON Planning/Building/Public Works Dept. Utility Specifications Valves, dull be designed Itr a minimum winter operatlrq pressure of 209 pal. Gds valvae slhell be Claw List 14, Mueller Company NO. A23W or M & H.. 9. Piro hydrants shall be Corey type (opening with the re) or colmp seflbn type (opening agelrlst pressure) a rrFormIng to AWWA C -51I with a 6 inch mechanical joint inlet and a main valva opening (M,V.O.) of 3-1/41nch, b m 2-1121neh hale nozzles with Nebo mal Slandani Threads 7.112 threads par inch and one 41r1ch pumper nozzle with the new Seattle Pattern 6 threes per Inch, SD degmas V. Threads: outskle diameter of mels thread 4.675 and root ellarnoter 4,5263. Hydr antal al tali have a 1.1/4 Inch pentagon opersting nut opened by humin; vaunter cbekwise (wit). 10. The two 2-112 Inch flee nozzles shall be }Bled with omit iron threscled caps with operating nut of the same design and proportions; an the hydrant atom nut, leaps shall be fitted wRh aubble neoprene gaskets 11br poeltive Water tlghtrreNa Lender but preeeu se. 11. Tisa 4 Inde pumper n nzle shall be flted vAtha Stars adepter, 4 Indh Staaltle Thrend x 5 inch StDrz. Starz scepter shell bw forged and/air eddruded 6051 -T5 aduml%m alloy, he, deca anodised. 7h needed and portion shell have no lugs and twvn setac'aws 1/9 degreeM apart. Starz face to be metal, no geskat to wise tier, Ston: cep to him ayrithaltic molded rubber gasket, and shell be attached to hydrant adapber with 1/8 Inch, eeelsd, stainless sled, aircraft cable. 12. Fire hydrants anal be palmed with two coats of palnt, Preservative paint number' 43- 855 aafety yellow or approvad equal. 13. Pumper connerdlan to %ae roadW assembly. 14. Rre hydrants shell be Inatelled per OW of Renton Slandsrd DWII ft3r fire hydrerlta, Intent revision. 15.AII ivatemhalns 1D inches and smaller to maintaln a minimum cover of 36 inches below If nkh grade. All w erbarmaln 12 inchen and larger shall be at a minlnwm of 48 inches. below III grade, Where Willy conflicts occur, watermaina are to. be law as to dear. 16 -All watemielma 5 inches and larger 1n dmmater shall be cleaned with plea Cleaning "PIGS" prior to dlslcafeetlon. Tile "Poly pigs" shall be Girard Indwbi'en Aqua hoist -A5 or spl rated equal, 2 Iblru. Tt cenaity tam with 90A duramsbar uratthan s rubber coating an Erie seer of "Wanly, 17. "PXW shall be cylinder aha pad with bullet nose or square and, That co, it wig perform the skinning aperatIm 18.AiI weten7slra incl servlees shell be pleewna to a mtlimum of 200 pal or IM pal over opersitrig prem re, In so oordance with the spedficatdns of the Cty of Renton and the Weshington State Hnahti DepartrmrTL All pressure tasting shatI be dons In the presence of A r$praaentative of the City of Ra 7fan. Tisa quarltlty af' water last from the mein shell not siacesul the number of gallon per hour an halted In City of Renton Utility Spedficatjons Sanitary Sewer Notes and Speciftistlons THmi 1LIOTES SHALL APPEAR ON PRO)EL`f5 FCR THE WASTEWAIM JTILITY, 1. All workard work material shell be in confamtema with the standards and specifications of the City of Renton PlarmingilBuikllriglPLRllc Wo rM Department nand the Wag adhtlon or the WSDOT/AMNA Standmres. and 5peelfcaboria, as approved and modified by the City of Reitan In the Renton Standard Plans & Specification % A eek of approved plena shell be kept on ams st all times during Construction, 2. The hours of work In tlse street right of Way shell be per City apadfleetiom on weekdays unledm atherwIn approtied in writing by the Plan nknhgftIldlreg/Public works Department. An app rovad traffic control pian must be obteined prior to beginning any work within pubiTC right of way. 3. All hacatlona of siding uihlttles shown are appnmdmato and R shall be the COnlrsctare responalibilty to verfy nix true and cosi t locations so ss to WOW damage or chturbance, 4, A pre-mnstr uctfon conflamm n and a 24 hmr notice shell be requted prier to goring new conab% tion. It shell be the =lb Ctoea rallporsliti ty to secure all necesselry permits prior to starting tonstructiv. (Inspu#lon will be secomplielhed W a representaV a of the CRq of Renton.) It ahell be the mortractorA responaibiRty to nothy dee Public Warks Ii speft 24 hours 1n advance of backflllisg al const, uct n. S. Contractor 1; Eddy responsible for the miens, methods. and sequences; of mmarudiaa end for the safety of workers and Othea on the conatn,ttlon ft. iJ It shall W the responsibility of the contnift to obtain treat We and wry other related permits pilar to any exlstrhuctlon. 7, Plans approved by the Otll of Renton, Public Works Department shall take precedence over all dthar plena. 8, A Copy of dhsse approved plans must be an the Job alts wheneva r corretrLictim h In progran. 4. The On, ib shall provide the C1t1r of Renton with art as•bulIt drawing of the wnitsry seWsr ayatern, whish has been stamped end signed by a licensed pi afbadanal engineer or llcsrnad proiesislonsI Eurnyor. 10. SKI shall be placed equally an both aides of the pips 1n layers with a lam average depth of 6 inches, maw mum depth of 6 inches, thoroughly tamping each III to 93 percent of maximum derstty. Them mmpedmd layer must eldrnd for ane plpe dlematar en each eta of the pipe or to the Ends of the t1'and1. Materlals to complete ttra fill over pips sh ll be the name as described, 11.Open cut road crosimg . far utility trandhas on axdsifng trmled roadway shall be bsdkf III with:sussed rockand machenlglly compacted unless oboes Ties Approved by T U O 0 O W S-395302 W-395302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q I..L IN- I..L O rr V ) W VALLEY VUE SHORT PLAT DATE: 8/15/2017 RAD HOLDINGS LLC FIELDBOOK: BOOK PAGE` PAG E LU DRAWING NO: 1 STANDARD DETAILS AND NOTES C6 J WATER AND SANITARY SEWER SHEET: G OF: Q V U i