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HomeMy WebLinkAboutzS-4089Setn SCALE: 1 "= 30' I30 15 0 30 60 DEVELOPER/CLIENT: DAMSKOV CONSTRUCTION, LLC 1940 124TH AVE NE, SUITE A107 BELLEVUE, WA 98005 206.850.8759 CIVIL ENGINEER: STEVE LEE, PE PREFERRED ENGINEERING, LLC 11627 SE 58TH STREET BELLEVUE, WA 98006 206.501.5708 SURVEY NOTES: LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 5, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDED ADDITION TO SEATTLE, DIV. NO. 7, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTES 1. BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE COORDINATE SYSTEM, N.A.D. 1983/91, NORTH ZONE, AS ESTABLISHED BY TIES TO CITY OF RENTON CONTROL POINTS 1835 AND 1893. 2. ELEVATION DATUM IS N.A.V.D. 1988 BASED ON TIES TO CITY OF RENTON CONTROL POINTS 1835 AND 1893. 3. FIELD WORK WAS DONE IN FEBRUARY OF 2018 USING A SOKKIA SET 53OR3, THREE SECOND TOTAL STATION IN ACCORDANCE WITH W.A.C. 332-130. 4. THE SOUTHERLY END OF LINCOLN AVENUE N.E. ADJACENT TO THIS PROJECT WAS UNDER CONSTRUCTION AT THE TIME OF THIS SURVEY. BE AWARE THAT CONDITIONS MAY CHANGE. 5. REFERENCE IS MADE TO THE FOLLOWING SURVEYS WHICH WERE USED TO CALCULATE AND/OR ASCERTAIN THE BOUNDARY AS SHOWN HEREON: THE PLAT OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, VOLUME 7, PAGE 18 WESTMONT SHORT PLAT BOOK 120 PAGE 108 RECORD OF SURVEY BOOK 97, PAGE 153 RECORD OF SURVEY BOOK 63, PAGE 217 MARSHALL SHORT PLAT BOOK 142, PAGE 278 MILLER LOT LINE ADJUSTMENT BOOK 134, PAGE 276 CITY OF RENTON CONTROL NETWORK 6. UNDERGROUND UTILITIES ARE BASED ON PAINTED LOCATIONS PROVIDED BY APPLIED PROFESSIONAL SERVICES, INC. ADDITIONAL UTILITIES MAY EXIST ON AND AROUND THIS SITE. SURVEY LEGEND N.E. 1 /4, SEC. 32 ARCHITECT: EMILY BUCKWALTER, AIA MEDICI ARCHITECTS 11661 SE 1ST STREET, SUITE 200 BELLEVUE, WA 98005 425.453.9298 GEOTECHNICAL: ROB ROSS, PE ZIPPER GEO ASSOCIATES, LLC 19019 36TH AVENUE WEST, SUITE E LYNNWOOD, WA 98036 425.582.9928 LIGHTING DESIGN: TWP. Elyse M. Stemmler TENW (Lighting Design) 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 425.889-6747 LANDSCAPE ARCHITECT: Craig Lewis JGM Landscape Architects, Inc 12610 NE 104th Street Kirkland, WA 98033 425.454.5723 12" CONC. CULVERT IE (E)=134.8 IE (W)=132.2 - - N E 38TH IQ)%// z/ ce- / � ,JVe,65'We�1P'�A- TJ/ N88'34'0- /./ / /� HC o / / / / / / / / UPPEF LOWEF / / / /m BLOCK 3 CB TYPE I RIM=136.80 24N., RGE. 5E., W.M. STRUCTURAL ENGINEER: ; 7 1 Dan Kosnik, SE Site Structures / Kosnik Engineering, PC �I 10505 19th Ave SE, Suite B 0 Lid Everett, WA 98208 SSMH N 425.357.9600 A RIM=137.17 FL=129.05 I I SURVEYOR: N Rob Bogdon, PLS �I Eastside Consultants, Inc. 1320 NW Mall St, Suite B L Issaquah, WA 98027 425.392.5351 Z_ LOT111 L 0 T 2 _4 NB9'55'Ik Pi /T} �l / // �' �/ / W 3. 4C( PLAT 1'W / 1 N88'34' _ OOP GARAGE / T / / / / I ��- T 410.90' , = FOUND PROPERTY CORNER AS NOTED W - = POWER POLE i i /' // I FD. REBAR El P� = POWER BOX �' / / I W P L S. 9470 ' - = STREET LIGHT ! _ I 0.44' SOUTH OF LINE = LIGHT POLE E- = UNDERGROUND POWER (PAINTED LOCATION) CONDITIONS-P OF APPROVAL: = OVERHEAD POWER pC'` 1 8 ' = FIRE HYDRANT The 38th Street Short Plat and Modification, File No. LUA18-000683, SHPL-A, ERC, MOD, as depicted in Exhibit 4, is approved and is subject to the following conditions: 1. The short plat layout shall be revised to provide the minimum 80-foot depth required for Lots 4 and 5. A revised short plat layout shall be provided to the Current Planning Project C = WATER VALVE Manager for review and WN = WATER METER approval at the time of Construction Permit review. -w- = WATER LINE (PAINTED LOCATION) 2. A Lot Line Adjustment, or other similarly approved method, shall be completed to remove the EL = TELEPHONE RISER encroachments from the neighboring property to the south prior to the recording of the final short plat. -T= OVERHEAD TELEPHONE 3. A demolition permit shall be obtained and all required inspections completed for the removal of the C = UNDERGROUND COMMUNICATION (PAINTED LOCATION) house, prior to the recording of the short plat. 4. A detailed landscape plan shall be submitted at the time of Construction Permit review for review and CBC = CATCH BASIN TYPE ll approval by the Current Planning Project Manager. CB ❑ = CATCH BASIN TYPE I 5. A final tree retention/replacement plan shall be submitted at the time of construction review, for review and approval by the Current Planning Project Manager. The final tree D= STORM DRAIN LINE/ CULVERT retention plan shall include an additional 7 replacement trees on the project site. -G- = UNDERGROUND GAS LINE (PAINTED LOCATION) 6. The primary entries of the homes on Lots 1-3 shall be oriented towards Lincoln Ave NE and the primary entries of the homes on Lots 4 and 5 shall be oriented towards NE 38th St. A �MH C = SEWER MANHOLE note to this effect shall be recorded on the face of the final short plat. -S= SEWER LINE 7. The protected slope and required buffer shall be protected within a Native Growth Protection Tract and that the boundary of the tract be delineated with a split rail fence and MB = MAIL BOX signage. A fencing and signage detail shall be submitted at the time of construction permit review for review and approval by the Current Planning Project Manager. Fencing and signage = POSTIBOLLARD shall be installed prior to the recording of the short plat. 8. A curb bulb shall be provided within Tract A along the west property line of Lot 4. = EVERGREEN TREE 9. A Home Owners Association shall be established prior to the recording of the short plat for the = DECIDUOUS TREE maintenance of all common improvements within the subdivision. The HOA documents shall be t = ROCKERY provided to the City for review and approval by the City Attorney and Current Planning Project Manager ®= RETAINING WALL prior to recording of the short plat. -LN- = EDGE OF LAWN = FLOW LINE 7E = GRADE BREAK VINC,I CB TYPE I ■ RIM=740.22 W I IE (S)=135. 7 'w I IE (N)=135.6 r=o � n E.... Lotlge Renton -Bellevue Dl ,P09 Cedar Rim Marlmen[a V ¢, f`n NE44+ham StarEuckse 1751 0 QK..ydale KmderC x.saai P Korean Chu h9 &m ® 9 sa.ieas SITE ;, :� .r Galden Thre. b SE May VICINITY MAP j W SITE ADDRESS: HOUSE - --- I , 1825 NE 38th St PROJECT DATA: RENTON, WA 98056 � X! _ PARCEL NO: 3345700220 / SITE ADDRESS: 1825 NE 38TH STREET, RENTON 98056 Q5 / OWNER: SAPPHIRE, LLC: 331 NW 78TH STREET, SEATTLE, WA 98117 PARCEL AREA: 62,711 SQ-FT (1.44 ACRES) r' ' / ' r # I CB TYPE I L -FT (1.33 ACRES) I�RIM=154.99 DISTURBED AREA: 58,065 SQ IE (S)=151.6 GROSS IMPERVIOUS AREA: 15,511 SQ-FT (0.36 ACRES), ONSITE & OFFSITE --ice- IE (E)=151.5 NET NEW IMPERVIOUS AREA: 7,772 SQ-FT (0.18 ACRES) 12" CPEP IE (N)=151.4 IMPERVIOUS SURFACE COVERAGE o SSMH BASED ON GROSS IMPERVIOUS AREA: 24.7/0 RIM=160.36 BUILDING COVERAGE: 13,060 SQ-FT (0.304 ACRES) IL (E & N)=148.11 BUILDING SIZES: 5,000 SQ-FT TO 6,522 SQ-FT €442.97IIPLATJ I ro NEW UNDER CONSTRUCTION AT PARKING COUNT (VEHICLE & BICYCLE): 4 IN ROW OR TRACT, 16 IN LOTS 239 31' 1 TIME OF SURVEY NET DENSITY: 6.98 DU/AC 72" CP� ZONING (INCL. ALLOWED IMPERV. CB TYPE I RIM=161. 12 SURFACE & MAX ALLOWED BLDG IE=157.0 COVERAGE PER ZONING): R-8 SETBACKS: CB TYPE I FRONT: 20 FT (EXCEPT WITH ALLEY, 15 FT) - W/SOLID LID REAR: 20 FT RIM=166.77 C, El IE (S)=162.3 P SIDE: 5 FT _ I IE (N)=162.2 MIN. 2ND FRONT YARD: 15 FT (CORNER LOTS) MAX IMPERV COVERAGE: 65% SEWER SERVICE: CITY OF RENTON WATER SERVICE: CITY OF RENTON U I W SSMH STORM SERVICE: CITY OF RENTON a RIM=162.31 Z ELECTRIC: PUGET SOUND ENERGY IL (S & NE)=154.23 GAS: PUGEST SOUND ENERGY > CABLE: XFINITY Q � � I �TBM=60D SPIKE IN POiw�rc ,-vl �� ELEV=185.20 SHEET INDEX ' 0 1 * * * * * COVER SHEET & EXISTING FEATURES BLOCK 4 2 * * * * * PLAT GEOMETRICS ,''',' ' WML it I I w I 3 * * * * *EROSION CONTROL PLAN /-- 4***** GRADING PLAN CBTYPE I 5*****DRAINAGE PLAN RMS083.911D 6 * * * * * STORMWATER VAULT PLAN I IE (S)=179.4 IE (N)=179.2 7 * * * * * ROOF & LOT DRAINAGE PLAN 8 * * * * * SEWER & WATER PLAN / I - /T 'CO I 9 * * * * * SEWER & WATER PROFILES - JOINT USE DRIVEWAYS 10 * * * * * SEWER & WATER PROFILES - 38TH ST & LINCOLN AVE 11 * * * * * ROADWAY PLAN - /wI - - --r _ P 12 * * * * * LINCOLN PLAN & PROFILE IE wv P 13 * * * * * 38TH PLAN & PROFILE dwH � -�--- MB I 14 * * * * * JOINT USE DWY N/S PLAN & PROFILE ' w 15 * * * * * JOINT USE DWY E/W PLAN & PROFILE GC °E 16 * * * * * SITE SECTIONS W/SOLID LID > CB TYPE 1 V a 12 " CPE i 17 * * * * *DETAILS SHEET 1 ' RIM=195.93 3 IE (S)=191.3 IE (N)=191.2 CB TYPE I 18 * * * * * DETAILS SHEET 2 � M RIM=195.95 19 * * * * * DETAILS SHEET 3 IE=192.6 SSMH a C ' 20 * * * * * DETAILS SHEET 4 RIM=197.27 / /L (S & N)=188.27 oMB I 21 * * * * * DETAILS SHEET 5 i = EDGE OF PAVEMENT/CURB LINE �, of was�I �� p p o o suffi&v = CONCRETE ����, J p�C�CG3�C�D EC ti o C�IC�a��]CCG30��9 L�L�C� o J= GRAVEL CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS O 35 �4 11627 SE 58TH STREET PH (206) 501-5708 GIs �' BELLEVUE, WA 98006 NAL EMAIL: PELLCENGR®GMAIL.COM NO. 06 JJK CHECKM STL REVISION BY DATE APPR A STL Qe a 0 22 * * * * *DETAILS SHEET 6 � LANDSCAPING SHEETS i STRUCTURAL SHEETS a w z RMT2o3�'- ; NOTE; CL I IE=198. I EX. UTILII I I CALL 811 UNKNOWN ^^d1[-TMI 1/ sOxF: 1 n=30' AJ W °W In, � CITY OF 4j DATUM RENTON Ow Nqi ELEV-185.20 AT FULL 8WE Planning/Building/Public Works Dept. FWramN, SCALE ACOORNMY K'YU07 p IN COMPLIANCE WITH CITY OF RENTON STANDARDS °� 0 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY jchavez 07/20/2020 jfarah 07/20/2020 REGIONAL FIRE AUTHORITY NTc ti WASTEWATER UTILITY APPROVED �0Ann Fowler 07/28/2020 } a cthomas 07/21/2020 N,FIpE PSa KF 101EVELOOPMENT BOOBY FLAT o 6/2020 1625 25 HIE =h FELOmm' BOOK PMB G F=rram, WA DPAWM � AGE � C-1 � a sHEEr of 1 22 00 � 00 n O I � N N I � 0- ry „, N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. - SCALE. 1_20 SSMH#1-54" 6+18.7, 4.31T 20 10 0 20 4o SEE SHEET C-5 FOR UPDATED RIM 141.73 8"IE (IN) 135.77 ALIGNMENT 8"IE (OUT) 135.57 BLOCK J SSMH#3 EX 8" IE(IN) 135.77 RIM 143.8 (POTHOLE EXISTING SS 12" CONC. 8"IE (IN) �37�57 IN/OUT ELEV REQ'D CB CB TYPE I TYPE I -CULVERT 8"IE (OUT)13.37 PRIOR TO CONSTR.) IE (E)=134. 8 IE (W)=132.2 RIM=136.80 RI RIMM= IE=135.0 138.81 .5 �, SSMH#2 RIM 154:53 / 9" STEEL 8"IE (OUT) 1 .21/ / AID 3 8TR %- / / / Q)/// 1 I I I I - - - _ 2 11 +63.80, 5.50 RT 1-8" 90' BEND (MJ) �Zl-THRUST BIL9 QK Uc rl _j A -i_�����55��_ JJJJJJJ-mad _ 1 1 +00 �0/ l / / / / / / / / l l l / / / / / A i o / // i - ������� Is 6' 6.5 co - AL L I �� //// L 3SCO r OTS / SSIHS RIM/ 145. 871E(0U 140.(b / C •� - - 10+ 10.73, 6.50 R 5 0 2. 1-8" END CAP MJ / / 1 ERt W . SV, �. 6"S 6/ 1-2 BO ASSEMBLY / / O/ CR� 5 .� :.I�;. 1-THRUST BLOCK / (STD PLAN 340.2, SHEET C-20) 0 Z / / �/ INSTALL 1-8"x8" VERT. CROSS / I / / 9/� I FOR REMOVAL OF CLEANING POLYPIG (SEE STD PLAN NO. // 152LF-8 DI 300.E �� / Ss SvcMPED i NQ L T 2 , / , �-u I / / / 00' ^ �I / i / / N88°34' 1 "W I \ l l GARAGE ❑ I 1 w- w w ED, REBAR CA 0 �7 0o CB TYPE I w I RIM=140.22 S, L I IE (S)=135.7 IE (N)=135.6 i!v < 41 i VF GO il Z Ji � O I 0 CB TYPE I L � I RIM=154.99 IE (S)=151.6 00 IE (E)-151.5 - 1E (N)=151.4 CROSSING TABLE CROSSING # STREET STA. SS WA SD © 5+98.8 TP 136.55 IE 140.2 ® 5+78.4 TP 136.67 IE 144.2 ® 11+57.7 IE 137.33 TP 136.19 5+15.8 IE 137.83 TP 132.32 © 4+81.4 6"TP 139.16 IE 143.01 60 4+27.7 6"TP 143.09 IE 148.21 4+22.5 TP 143.7 IE 151.9 8D 3+82.2 6"TP 155.78 IE 157.87 ® 3+81.8 6"TP 156.02 IE 158.20 ® 11+20.1 6"TP 139.98 IE 150.30 ® 10+77.7 IE 139.56 TP 138.55 ® 10+39.1 6"TP 140.8 IE 142.3 © 4+81.4 6"TP 139.03 IE 141.99 ® 4+27.7 6"TP 142.44 IE 149.7 0 10+39.1 6"IE 140.03 TP 138.91 NOTES: TP= TOP OF PIPE, IE=INVERT ELEV. 12" CPEP SSMH + �$ RIM -160. 36 Pt (E & N)=148.11 NEW IE (SW)=148.8 y rL"" l' ' / / %� a UNDER CONSTRUCTION AT 2/39. 1' �� - TIME OF SURVEY 12 0-L B TYPE I RIM=161.12 - _ I E=15 7 - -- _ 1 SEE RENTON + CB TYPE I STD DET 300.3, SHEET / �- c 6 s sC 5+0�8.0�4, 6.50 RT - W SOLID LID C-19 I 12+70.54, 5.50'RT / �fl 1 8 x6 TEE (MJxFL) I / r ❑ P RIM =16 6. 77 " CONNECT TO EX 12 WA - 1-6" GV (FLxMJ) / _ ��� _ - I 1 E (S)=162.3 1-12"x8"TEE (FL) •. 1-THRUST BLOCK • t i - _ IE (N)=162.2 1-8"GV (FLxMJ) f ,.... .. 1- N P11... D 5'x5' " 1-12 GV (FLxMJ) • 4� WATR METER / / y - _ - 1-12 ADAPTER FLxMJ " ( ) ' IN 5'x5' EASEMENT - r 1-12 SLEEVE (TYP, ALLY v 1-12"SPOOL (5'f) ...-::....:..� _ � i w W I SSMH 1-THRUST BLOCK / ------_=_� �'� i W\ RIM=162.31 (CUT -IN BY CITY FORCES) U (S & NE)=15 s 4'-`-- -7'_� > 1 .0 , - - Q W l-R71F 138.63/ // - _ TBM=60D SPIKE IN POWER POLE \ I � I ELEV=185.20 6 SS,/ SVC I 1 w - 0z=2� BLOCK y -8 x8"TEE (FL) WM w -8 GV (FLxMJ)-THRUST BLOCK + CB TYPE I b W/SOLID LID RIM=183.91 "SS ISVC I - _ _ IE (S)=179.4 W S..' I 2.�% / I. I E (N) =179. / / SS CLEANOUT TABLE SSCO FEET D.S. SSCO# RIM ELEV OF MH 6" SSCO I.E. 1❑ 149.1 45.90 139.39 160.0 45.34 143.67 ❑3 166.0 0.0 158.28 ® 152.9 72.37 139.48 ❑5 148.0 7.63 140.13 A 154.8 85.95 139.62 ❑7 146.3 4.78 140.42 Qe Qe 0 T LqLlLj I SEWER NOTE: �• : ' : ; : ' ; ' EX. 1" WATER METER * LOTS 1, 2, 3 6" SS SEWER :•. •:... '..I' : I I --� -- TO BE REMOVED AND SERV LINES UNDER WALLS SHALL EX SERVICE LINE TO BE SLEEVED WITH 12" STEEL BE CUT AND CAPPED PIPE. AT MAIN (BY CITY * ALL SSMH TO BE 48" UNLESS FORCES) OTHERWISE NOTED. ALL C.O.s OUTSIDE OF PAVED AREAS TO BE SET WITH 2'x2'x12" CONC. CLASS 3000 PSI CONCR. SLAB (COR DTL 403.1) • P * 8" SS MAIN =PVC C900 po'- EX DUCTILE 41 -AP - OXIMATELY ATER MA IRON EL - -- P * 6 SS SERV LINE = PVC D3034 IN W-39o8 w (W� WATER NOTE: w�- V,;--� � ME I * ALL WATER SERVICE LINES YWH )6 SHALL BE 1" TYPE K COPPER 4 3+68.97, 6.50 RT (TYP, EACH LOT) _ I VVI P. L. S. 9470 LLJ ALL DI TO BE CL 52 W/ / �/ -8 GV (MJxMJ) o , 0.4' SOUTH OF LINE o � �/ i 6 3+18 00 6 50'RT INSTALL 14 o E POLYETHYLENE ENCASEMENT DIA. S EL c c c c SEE STD PLAN N0. CASING EXTENDING 5' / � 12 1 � 9 I /� / n I T I n C / B �L L n! LAKE Wq SH I V C I O I V O `1 6 0 8N 01 BO B� 6300.3 PAST EITHER SIDE OF � THE RETAINING WALLS 3 _ - v - IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CUT -IN TEE TO EX WA 3+26.00, 6.50'RT (CITY FORCES TO B L 0 CK INSTALL 1-8"x8" VERT. INSTALL CUT -IN) X (SEE STD PLAN 300.7) ''''14- �- it (N)=191.2 N CB TYPE I WASTEWATER UTILITY ` DEVELOPMENT ENGINEERING Chavez 07/30/2020 CROSS FOR REMOVAL 1-8"x8" TEE (FL) OF CLEANING POLYPI 2-8" GV (FLxMJ) (SEE STD PLAN 1-8" SPOOL NO.300.3) 1-8" SLEEVE (MJ) ��WAI,. 1-THRUST BLOCK JO PREFERRED ENSYnN]EER9NC 9 LPL C 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS CIS G� 11627 SE 58TH STREET PH (206) 501-5708 ZONAL BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM RIM=195.95 Ann Fowler 07/28/2020 IE=192.6 � I WATER UTILITY � iv= 9i.27 1 I ME M.Mitchell07/28/2020 a SCAMd►W-: O 1 "=20' HORaaHrAL: NAo ,NS3 ,oN, CITY OF KP DEVELOPMENT PMENT SHORT PLAT 6/2020 � 1 �6 HE RENTON �°�h �PAGE � DATUM G3ENTON, WA WMNG NM� owiHa, ELEV-185.20 0 W Ma, Planning/Building/Public Works Dept. ����� o �Q��� p�Q� C-8 CALa SE ACCORONMY sHEEr OF 8 22 W-408901 M M SCALE: 1 "=20' CD O 1 1 20 10 O 20 40 r- - r-, N N I 1 WATER FITTINGS Q 5+31.51, 6.50'RT 1-8" 90' BEND (MJ) 1-THRUST BLOCK Q 4+22.50, 6.50'RT & 11 +63.8 6.5' RT 1-8"x8"TEE (FL) 3-8"GV (FLxMJ) 1-THRUST BLOCK 4Q3+68.97, 6.50'RT 1-8" GV (MJ) 1-THRUST BLOCK Q5 10+10.73, 6.50'RT 1-8" END CAP (MJ) 1-2" BO ASSEMBLY 1-THRUST BLOCK © 3+ 18.0, 6.50 RT 1-8"x8" VERT. CROSS FOR REMOVAL OF POLYPIG CUT -IN TEE TO EX. WA. (CITY FORCES TO INSTALL CUT -IN) 1-8"x8" TEE (FL) 2-8" GV (FLxMJ) 1-8" SPOOL 1-8" SLEEVE (MJ) 1-THRUST BLOCK N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. 170 165 0000 M / + + co O 160 N N to � O O 155 000 �M 0000 ++ EX C/L G 0 o QI¢ 150 + r o o '-' �o ado 00 O -r 11+31. + 151. t3 o EFLECTI N T 145 J 8"DI-121 LF 8 DI-26 LF / �0 J 0 10.04% 05.31 140 PVC-CsI00 0S=1. SSM 5 10+1 .73 SHA LOW SSMH SSMH 4 135 13 .31 PER TD PLAN 400.2 RIM 155.0 4.01 8"IE (OUT) 138.63 RIM 4582 RIM . 8"IE( UT) 140.0 8"IE (IN) 138.83 8"IE (IN) 138.83 130 00 N cD N N 0)0 N 0)M N m N 00 0') 0 0')CO N O 0' 0 � N I- O O N t .4 � �� (D 00 r� LO O r� LO N 0 LO CD LO rLn 10+00 10+20 10+40 10+60 10+80 1 1 +00 1 1 +20 1 1 +40 JOINT USE DWY - WEST TO EAST - PROFILE SCALE: HOR- 1 "=20' VERT- 1"= 5' TINGE WAS J PREFERRED n j f 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS GIs SIONAL� 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION 70 65 60 WA BOT 152.6 TOP SS 141.5 55 ® 0 11 +63.8 50 11+57.05 152.79 45 -FROM SSMH#6 PTO SSMH#3 40 35 30 0000 loco LO 00 r to + tZ M O Q ~ O 0 180 v�- Nc6o ir Qom 175 170 00 cV + 14" DIA. STE L C ING FROM ST 3+29. 0 v~i TO ST 3+47.50 N 0) 165 M 3+18.00 167.84 N 8"bl-51 LF� 0-15.14% 0 J SOT -WA 158.21 TOP SS SERV 155.6 8"DI-54 /0-15.23% 160 3+68.97® 160.13 LOT 3 155 6" SS SVC I SSMH 6 150 3+82.44 RIM 163.0 6"IE (IN) 15 .2 8"IE (OUT) 55.0 145-- + 4+22.5C3 151.98 140 135 130 FROM SSMH#5 SSM 44 4+35.50 RIM 155.0 8"IE (IN) 1 3"DI-69 LF 0-15.22% 0S=1 0 co P 11 VERT Br86 r 4+91 141 42 8"DI-20 I LF_/ 5+11.80J 0 -4. 3% 140.48 DEFLEC ON PT 8"DI 20 LF 0 -0.73% O N co ( O co O co co Ln 0O Ln ro Ln N 't Ln� rN O 00 00 CD r- 6 �� O O 00 r 4 00 O Ln 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 JOINT USE DWY - SOUTH TO NORTH - PROFILE SCALE: HOR- 1 "=20' VERT- 1 "= 5' SCALE 1 "=20' "°"L" °°93 °°, CITY OF DATUM RENTON AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE 14CH SCALE ACCORDNMY = 175 170 165 160 155 150 145 140 -TO SSMH#2 SSMH#3 W/ SHALLOW SSMH PER COR STD 135 PLAN 400.2 5+41.51 RIM 143.8 8"IE (IN) 137.57 5+31.%11E (OUT) 137.37 140.33 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. Q CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE a CONSTRUCTION BEGINS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O TEWATER UTILITY EAnn Fowler 07/28/2020 :01 DEVELOPMENT ENGINEERING jchavez 07/30/2020 1 f� C� WATER UTILITY M.Mitchell 07/28/2020 a O Gip DD EWELOPME T SHORT PLEAT �� 7/2020 � � FELmm* BOOK 1625 25 ME 3 o phi REHTDM9 WA AGE OND � ft C - 9 SEWER o WATER FRORLES � JUNT USE onffEWAVS a 9 22 W-408902 IN 7wT W-408903 0 z E 0 7' I NOT TO SCALE MANHOLE FRAME AND COVER 5£E STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE 1NC., OR APPROVED EQUAL LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A. �g, ,C. b. tE' 48" MH 48" 6" MIN. 5"MIN 24" FAIN. 21" LID, 54" MH 54" 8" MIN. 5.5" MIN_ 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN, 42" MIN. 30" I.D. NUIL57 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE 70 6E IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4, MANHOLE SEC7hDNS TO BE OF RE114FORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED_ 7- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARO5HIELD 4R APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL BOOTS OR APPROVED EQUAL. IL IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OE 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IIa ALL DIRECTIONS TO MATCH PAVING. ti SM. PLAN — 400.1 * PUBLIC WOR]ECS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMSER 2011 ROLTHOLES - 3 PLCS EQUALLY SPACED 1204 APART [IN 23 1/16' (586nm> DIA B.C. (SEE IIETAIL) RENTON SEWER OVER & FRAME PLAN VIEW 25" DIA. _ L635mm] 1' 3/4•P5mm] E 19r1rI ] 8 3/4' 2 1/2' I� 1:222MMI 164mml TYP COVER SECTION VIEW 26 1/20 DIA C673mrt] 25 1/4' DIA 1641mm1 1 1/16, 1/4' (6mm) DIA 127mm] NEOPRENE GASKET f � � 6• I152mm] T f 5/8' J 23 3/B' DIA CL OPEN [16nn] C594nr17 27 5/16' DIA I694mm] 34 1/8' ILIA COVER BOTTOM VIEW BLT SQC, (ALLEN HEAD) 5/8'-11 x 1.9 SS RUSHER WASHER EON BOLTING DETAIL 1/4' 1 If15' 16mm] [27nrAI IarIN,] CR31+r11 GASKET GROOVE DETAIL [867mrII NOTES: FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST ,10RDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND CDVFR FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY „SEWER"), OR WATER (SPECIFY "WATER"). SMI PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2048 RECESSED LIFT POCKET �IIL�11�7 IJJSEWERLLJJ 1Q-lf2' 1 f4�12-1/2' 1" 2-1 /4" 14" 12-3 f 4"- 11" �I CAST IRON RING AN0 Not to Scale FRAME NO FES: 5" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3690 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEWSLY. 2_ IN UNIMPROVED AREAS, PCIUR A 1'-0" TEIICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. DR ABLE STD. PLAN - 403.1 11RPUBLIC WORKS 8" OR 6" CLEANOUT APMOVED; DEPA#tTN+4EN7 FOR SANITARY SEINER MAIN J o rYi ,.SEX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) a i __—SPOOL O Imo'-V 6" SEWER STUBE _ FUTURE 4" SIDE SEWER SEWER MAIN TEE 5C 6" TEE I 2"x 4" STEP MAFKK POST PAINTED 6- CAP/ WHITE W71.1 THE WORD "SEWER" STENCILED IN 3" HICH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND I I EXTENDED T6 THE TOP OF THE 5TUO. COUPLING (TYP,) tea Y � a"X6"X6' SURFACE CLEANOUT YATH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY 'SEWER- ON LID), I (SEE SM. PLAN 40_3j FOR INSTALLATION) Y _... ..--__-..-------------- J -�- I ----- rr. JM EAGLE THREADED CLEAN -OUT ADAPTER HUB 9Et�O AS & PLUG (OR APPROVED EQUAL) REQUIRED fEMSTING SANITARY I SEWER MAkN ",,,, uIN s1OPE -� - �rU ICJ USG 4 NUL �t YJLK 6" SEWER STUB 6'X6'xs' Yr}E FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE A. YITRIFlED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK` FLEXIBLE COUPLINGS (FERNG4 9R APPROVED EQUAL). EL CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USINC "STRONG -BACK' FUMBLE COUPUN6S (FERMCO OR APPROvED EQUAL). C. PVC k C900 PVC MAIN -- CUT iN NEW TEE uSING RIGIp COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE (OR APPROVED EQUAL), D. DUCTILE INCN MAIN - CORE -DRILLED WITH A RnIAAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MAN+iOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL DE CORE -DRILLED. 3000 w k31,0[r,j' HORIZONTAL 6..J.iIN. `SEWER MAIN MAIN OF TEE AT MAIN BETWEEN 25, AND 45' NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE 4R 3-5' LOWER THAN FHE LOWEST HOUSE ELEVATION, NHIOHEVER IS LOWER STANDARD SIDE SEINER STO.PLAN '406.1 _ a PUBLIC WORKS WpQvm. DEPARTMENT INSTALLATION 4.11 (SEWER MAIN TO PROPERTY LINE) 9 PREFERRED C n909NIEEROXG, LLC CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM NO. REVISION EXISTING VATEO LINE TESTING DETAIL EXIS71NG W4TER LINE FINAL CDNNECTIiIN DETAIL PLAN VjFV TiCAL CROSS(MJxFL7 FOR POLYPICGING BLIND FLANGE ON TOP WITH 2'TAP S 2'PLUG BLIND FLANGE ON BOTTOM 1MJI PLUG WITH e' TAP R 2' TEMPORARY BLOW -OFF 'ORARY BLOCK SINGS r� AfrER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, SLDCk L BLOW -OFF 3 1;ONNECT WITH SLEEVE 0,I) $ D.I. SPOOLS FINAL CONNECTION SY CITY FORCES EXISTING HATER LINE PTTBT iC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.3 DEPARTMENT IN -LINE TEE 8 TWO VALVES AIARC'H 201 D 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC. NC. BCF SERIE5 MS80F 1324-18 ATH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EOUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FCR TOU04REAQ PIT LID (SEE DETAIL A -A) g' LAIN 12" MAX FINISH GRADE . m c fSz 36" MIH COVER i NEW DUCTILE RUN WATERY AtN CITY P-MVATF RPMO P7RNC JIN UWMPRQV�t NIGHY OF J WAY INSTALL METER 13DX AT PROPERTY LINE WITH T2" LONG COPPER TAILPICCL w a SIDEWALK w TOUCHREAD WATER METER TO BE T2,. SUPPLILD Y THE l cc CITY TYPE 'K" SOFT 3 � �fj COPPER - TUBIId� kF SERVICE LINE TO HOUSL IS 3/4" OR 1' TO I3E INSTATLED IN THE FUTURE GALVANIZED lNSTAU_ FORD C14-33 0R 44 FIPT x COMPRESSION COUPLING L-LODP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP "TH BALL VALVE. FORD GOPPERSETTER FOR 1" METER: FORD V5H72-15W-44-440, 6R TAPERED THREAD (CC). OUICK JOINT McDONALD BRASS: 21-415W=44. OR MUELLEF� I-B-2470-2 BOTH INLET AND CUTLET WIH QUICK JOINT PADLOrK WINCE ON (1" FBIGDO-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SKALL BE WITH QUICK JOINT. N OTE: ALL METER B05(ES INSTALLED YATHIN CONCRETE OR PAVED OR14WAYS SHALL 9C CAST-IRON EQUAL TO OLYMPIC FOUNDARY. ExpmsON J+UIFzTs MUSH BE INSrALLE-D oN BOTH SIDES OF METER EQK. LAW N OTE; THE CENTER ❑F THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - PUBIC WORh19 .I + -- DEPARTMENT RILL 2" DIA_ F+DL.E FOR AMR (AUTOMAnc ETER READ) TCIIIC'#iREAD PEACE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE 4F PIT LIO 1" WATER SERVICE SM. PLAN — 320.1 NIOVEM13ER 2009 A PLAAN VIE WATER 12' MIN. 18' MO. 12, SEE DETAIL I" i J >. rt h SECTION A —A >— VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD � OPERATING NUT "@ "WATER" CAST INTO IT 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4—I4" 01A, 1 f8 MIN. THICKNESS 2 PIECE CAST IRON VALVE BOX, RICH—SEATTLE TYPE 1„ STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED �� t/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATION NUT FXTENS[ON NOTE - EXTENSIONS ARE REQLIIREO VMEN VALVE NUT 15 MORE THAN THREE {3) FLET BELOW FINISHED GRADE. EXTENSIONS ARE TO 13E A MINIMUM OF ONE (1) FOOT LONG- ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED A5 NCTED. AND PAINTED WITH TWO COATS OF METAL PAINT, VALVE STARKER MOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 24" VALVE MARKER POST WHITE POST ` PUBLIC WORKF VALVE BOX. MARKER & OPERATING SM. PLAN -Boa * .+ DEPARTMENT NUT EXTENSION MARCH 2010 SCALE: 1 "=30' SAL: WD M71"I CITY OF IWO RENTON am _ DATUM AT FULL SOME ELEV-185.20 planning/Building/Public Works Dept. F NOT ONE NM SCALE ACCOPA*MY LEEOPMENT ENGINEERING WASTEWATER UTILITY o vez 07/20/2020 Ann Fowler 07/28/2020 0 0o Q Q 0 00 Q a a FmMwitchell ATER UTILITY 07/28/2020 a Kp DEVELOp[�MEM7 SLf-IIOR7 pL 7 �� 8/2019 1825 25 NE Mhi & FTELOBO' BOOK � HEHTO0 K1 %TIMED PmD DRWM No- AGE � C-19 " 19 OF 22 W-408906 T 1 U 0. WATER PLAN iSENERAL NOTES Standard Plain ft 3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUMON. TIHE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2- "EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWI5E NOTED. THE CONTRACTOR SHALL CALL 1-80"24-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CEEY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 25C AS PER ANSI/AWWA C11O/A21.10-82. ALL DUCTILE IRON PIPE ANU FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C1D5 STANDARDS, 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-IIYCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE fib INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TESI METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND SS PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD, 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALA14U HOR17ONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-1.065 (OR 51MILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RON THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-GFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL 13E MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN 00"NG MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORDS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 14 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FrMNGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTFON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR 5HAL1 PROVIDE AND INSTALL 5ACKFILL, CONCRETE' BLOCKING, AND CDMPLETE SURFACE RFSTORATION- STD, PLAN - 300.0 pUBr rc WORKS WATER PLAN GENERAL NOTES I]EPAI2TMEN1• MARCH 2O10 MARKER MARKER 1 � r I TWU LAIyE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) DARKER FOUR LANE ROAD OFF5ET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 71 RAISLO PAVMENT MARKER TYPE 88 AB STiMSONITE TWO-WAY (BLUE) MARKER t ON SIDE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER 15 TO BE INSTALLED ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 15 ON (4" FROM DOTS OR PAINTED LANE DIVDER) + PUBLIC WORKS HYDRANT MARKER LAYOUT STD. PLAN- U0.3 DEPARTMENTn MARCH 2O10 GENERAL NidTES: wAmmum DISTANCE DETKE]N SPAC€pS SHALL BE 5 FEET ON CENTER. 1. ALL NEIHLY�NSTALLED AND NEWLY -REHABILITATED IPUBLID AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANSOF REMOTECCTV. CCTV INSPECTIONS AND REPORTS SHALL HE SLISMITfED TO THE CITY OF RENTON INSPECTOR [., BOTH ENDS, -OF CASING VIITH AASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS-ANDIOR PAVEMENT PJANUFACtURED RIJBBER SEALING DEMCE. 2 THE CONTRACTOR SHALLPERFORMALL CCTV IN5PECTIONSINACCORI]ANCE WITH THE NAT40NALASSOCIATION OF SEWER SERVICE MOML W BY PIPEDNE SEAL & INSULATOR COMPANIES(NASSCO I PIPELINE ASSESSMENT CERTIFICATION PROGRAM IPACPi. OR APPRDVIM EQUAL. 8. ALL CCTV CPERATIDRS SKALL HAVE CURRENT NASSCO PACP GERTIFICATIDN. PLAN END SPACER AiAlSlklllki OF 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANIMNET COMPATIBLE FORMAT DATABASE USING THE LATEST SDFIWARE VERSION 12' FROM ENV QF �,ALNG {T YP,} J AND S JRMITTED WIT H ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HOD, OVD, OR FLASH DRIVE 5- ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +I- TWO (21 FEET OF THE MMA5UREb LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNEII AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY ANP ACCURATELY ENTi=f EW ON ALL CM V REPDATS. WORK NOT FOLLOWING THESE SPEC1fICAT1ONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REDUIRED TO RE -CCTV THE WORK. 7 THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE. LOGS, ELECTRONIC REPORTS. ETC- _ NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE rNSF ECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CCMINECTIDN, STRUCTURAL DETERIORATION. INFILTRATION AND INFLOW SOURCES, AND DEPOSITS. BUT SHOULD NOT, AT ANY TM1E. BEFABTER THAN 30FEET PER WNUTE, EXCEPT As NOTED oTHERWISE IN THIS DOCUMENT ONE SPACER SHALL BE PLACED CM THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING 8 W CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATICUF OF FEATURES THE LIMIT UP INSERTION INTO THE BELL. WHEN IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL 9E Di$PLAYED AND DOCUMENTED ON THE VIDEO ALL PACP OBSERVATIONS THE, ,JOINT IS C416IP E TE, THE $PACER SHALL K SHALL BE IDENTIFIED ELY AUDIO AND ON A PACP LOTS. ALL VIDEO MUST BE CONTII41JOUSLY METERED FROM MANHOLE 7D MANHOLE ALL IN CONTACT w11TH THE BELL OF THE JOINT 50 VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO'PAU8INW OF THE VIDEO RECORDING DURING TIIJLT THE SPACER PU%KS THE JOINT AND EACH PIPELINE 1 SPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE. AND RELIEVE$ 0011APRE559IN VA THIN THE JDINT, OBSERVATIONS ARE SEEN AND LOGGED S. JUST PRIOR 74 9EGNr4lNG THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL 8E INTRODUCED n4TO THE UPSTRPAM NAMHOLE OF EACH PFPF SEGWK7 LINTIL IT IS OBSERVED AND RECORDED FLOV49NG PAST STEEL PIPE CASIN6 (MILL PvPE) CR DLI IRON - THE CAMERA'S FIELD OF VMIDN 1N ITS ENTIRETY. 10. THE CCTV CAMERA SHALL RAVE WATER -LEVEL MEASURING DEVICE (BALL CYLINDER, ETC.) ATTACHED THAT HAS P4' MARKINGS TO USE 2 STAINLESS STEEL NOSE CLAMPS TO MaAK RUBBER SEAL SHOW THE DEPTH OF WATER INTHE PIPE DURING THE CCTV INSPECTION (1 ON -CARRIER PIPE AND I ON CA$JN(-, PIPE. 11 ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION CARRIER PIPE 12 PER CITY OF RENTON SPECIFICATION 7-08,30A. SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN irk' OF PONDING TO BE CONSIDERED ACCEPTABLE -CARRMR PIPE DiANETER ` 6` $' 1U' 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE} 10` 12' 14" 1$H 2iY STEEL 'CAMNO THICKNESS 0.25, tL25" 0.25, tL25" 6.25' SZACER BANG VdDTH B' JS' S" B` B' NOTE, 1. CASING SPACERS SHALL BE 'CENTER POSITIONING' TYPE CASCADE WATERYADI#45 MF1G OR APPROVED EQUAL 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3, RUNNER HEIGHT SHALL BE SIZED TO PRQ'ADE: A MINIMUM EL75' BETWEEN C',ARRMR PIPE BELL AND Oh!)NG PIPE IhALi AT ALL T1UES. B. MINIMUM I" 9JEARANCE BETWEEN RIJNNER� AND TQF QF CA4N5 WAIL T4 PREWENT JAMMING DURNG INSTALLATION- 4. STEEL CASING DIAMETERS ARE "OUTSIDE D kAMETER" FOR 116' AND LARGER. 5. SPAICER BAND KWDTH SHALL BE 1 Y FOR CARRIER PIPES THAT ARE 38' DIAMETER OR GREATER. 5. FOR 0%RRIER PIPES EXCEEDING 12' IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY AN ENGINEER. 7. FOR STEEL CA51NG, PIROMDE SHOP -APPLIED ANTI-COh4R05vE ODWING ON CASING EXTEMOR OONFORIJING TD AWWA 210. PROOUOT SHALL CC TNE►qCC HI-OLNLO TN[mE-rk SEMIS 41$H-41� OF APPROVED EOVAL. MIMMUM COATING THICKNESS SHALL BE 15 -WILS DF I. 6, 57EEL CASINGS SHALL E:fTEND A 611INIUUM OF 5 FEET BEYOND ANY VOLL5 OR STRUCTURES. 9. pRIVATIE LATERAL. ONLY`. CnNG SPACERS ARE NOT KCUrMO AS UOf+D AS THE LATERAL CBFACp PIPE OUE'S NOT HAVE SELLS TMAT PALL FALL VATHIN THE LENGTH OF THE CAS04G. END SEALS ARE REOUIRED FOR ALL LATERAL -CASING PIPES. UNLESS orHERWLSE wur A, RRA4AING IS Ncr TO SCALE INISI STD. PLAN - 266.OQ STD. PLAN - 412 PUBLICPARWORKS CCTV INSPECTION SPECIFICATIONS P a 9/28/2018 1 PUBLIC WORKS CASING PIPE DEPARTMENT GAZ DEPARTMENT FOR MAIN LINES & LATERALS GAZ S/1112019 I DATE HULL w..e�n.,�,sr Dnrl: WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW -- CONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90" ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX I' I PLANTER OR CAST IRON BOX IN Pi- OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 3090) GROUND LINE CONCRETE SIDEWALK 6" MAX. � � � ^ f� ° ` O°-oq� o0 oW>r 0,00 '0.0' o00 INSTALL 4 MIL POLYETHYLENE 18" MAX. °a °°p o'°°d°0° 'fl0 ^¢oIo J6 PLASTIC COVER OVER WASHED pco trooa:. 000�'oo�; GRAVEL. CUT HOLE FOR PIPE o o -0 o 0 0 0 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TLL AND 90' ELBOW. 2" 90' ELBOW PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.1 �NTo� DEPARTMENT PERMANENT ASSEMBLY MARCH 2O10 J' PREFERRED � C�nN1C��nNIC�C�G�3�nN109 L�L�� CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM NO. REVISION TEMPORARY 2� GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION WWI . INSTALL 2' ;'LUG ON TOP BLIND FLSd+1G€ AFTER REMOVAL OF POLYPIG 3 FT MAN, COVER 10-INGH DIAMETER AND UNDER) 4 FT WIN. COVER 12-INCH DIAMETER AND OVER) J NEW WATER LAIN POLY�PIG VERTICAL CROSS FOR POLYPIGGING STATION: SITE 'OF VERTICAL CROSS SKALL BE THE SANE AS SIZE OF MAIN LINE VERTICAL CROSS (W x FL) ONE BLIND FLANGE C: TOP OF CT M WrrN 2' TAP & 2' TEWPDRAR'Y BLOW -OFF ASSEMBLY (REMOVE "-OFF ASSIELIBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING VOLY-PIC") ONE BLIND FLANGE ON SCITTOM OF CROSS ONE PLUG (MJ) ON END V CR455 COW-RCTY BLOCKING ALL DEBRIS AK;D POLYPoGS SHALL BE REIAfl4ED FROM SUMP OF VER7CAL CROSS BEFORE DISiNFECPON OF NEW WATER MAIN fPLIBIAC WORKS ' DEPARTMENT POLY PIG STATION FOB CLEANING OF WATER MAINS 1 "=30' ONE NCH AT FULL SMILE F NOT ONE NCH SCALE ACCOPA*MY STD. PLJ1N - 3W.$ MARCH 2010 :12 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4,875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK 0 ee 2 EXPANSION JOINT AT BACK OF EWALK /-OR PLANTING STRCONCRETE IP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CRETE BLOCKING CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT L7 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY D ONE MAN ROCK- 1 6 TE PAD LEVEL ALL GROUND MIN 3' RADIUS a3 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL VlEffnCAU M- "�N� L'°°°' CITY OF 4j DATUM RENTON ELEV=185.20 Planning/Building/Public Works Dept. FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MARCH 2O10 DEVELOPMENT ENGINEERING o WASTEWATER UTILITY jchavez 07/20/2020 '� Ann Fowler 07/28/2020 LIB WATER UTILITY M. Mitchell 07/28/2020 (D 101 DDEVELOOp EM7 SHOGff FIL A7 1825 nnN E � o ��G�� & INMIJVj���nMKK V A DFAU a DATE_ 6/2020 "Em" 1G BOOK PAGE PAGE DRAWNO NO: C-20 a SHEET: OF: 20 22 1 z U W-408906 Qe 0 0 0 0o Q a