Loading...
HomeMy WebLinkAboutzW-4179SetO Q O v I 4196 LINCOLN A VE NE RENTON, WA 98056 ROAD 8r STORM CONSTRUCT/ON PLANS CONSTRUCT/ON RECORD DRA WINGS INERT/CAL DATUM NA VD 88, GNSS DER/QED BASIS OF BEARING N8846'55"W BETWEEN THE TWO FOUND MONUMENTS /N THE CENTERLINE OF SE 80TH ST CITY OF RENTON MONUMENTS 18.34 - 112" BRASS PLUG /N CONCRETE IN CASE. N.• 196744.737 E.• 1303750.619 189J - 4" BRASS CAP /N CONCRETE /N CASE. N• 1967689.J07 E.• IJ0636J260 REFERENCES SEE SHEET C1.10 LEGAL DESCRIPTION SEE SHEET Ct10 EXCEPTIONS CONTAINED IN A TITLE SEE SHEET C1.10 NOTES SEE SHEET Ct10 SITE STA TISTICS PARCEL NO.- 3345700015, 3345700016, 3345700017, 3345700018, 3345700020 SITE ADDRESS. 4196 L/NCOLN A I/E NE RENTON, WA 98056 SETBACKS.• REAR = 20' M/N (5' PROPOSED FRONT = 20' MIN (4' PROPOSED) SECONDARY FRONT = 15' M/N (10' PROPOSED) S/DE = 5' MIN (5' PROPOSED) PROPOSED USE- SINGLE FAY/L Y GROSS SITE AREA: 438,101 S.F. (10.06 AC) NET AREA: 344, 903 S. F. (7.92 AC) PROPOSED DENSITY 6.9 D.U./ACRE (USEABLE SITE AREA) EX/STING ZONING- R-8 PUBLIC ROW 74,725 S.F. PROPOSED UNITS- 55 REC SPACE REOU/RED.• 43, 821 S. F. REC SPACE PROVIDED- 46,137 S.F. IMPERVIOUS SURFACE. f 169, 500 S.F. (SITE f ROW) SCHOOL DISTRICT RENTON SCHOOL DISTRICT PARKING SPA CES.• 2 PER LOT STRIPPING VOLUME- f23, 054 C. Y. (PROVIDED FOR PERM/T ONL Y) CUT VOLUME.• -174, 446 C. Y. (PROVIDED FOR PERM/T ONL Y) FILL VOLUME- -114, 483 C. Y. (PROVIDED FOR PERMIT ONL Y) UT/L/TY CONTACTS SEWER/WA TER.• CABLE - COAL CREEK UTILITY DISTRICT COMCAST 6801 132ND PLACE SE 3630 FACTOR/A BL VD SE NEWCASEE, WA 98059 BELLEI/UE, WA PH- (425) 235-9200 PH- (800) 934-6489 POWER- F/RE DEPARTMENT PUGET SOUND ENERGY CITY OF BELLEWE 10885 NE 47H ST 12412 NEWCASTLE WAY BELLEWE, WA BELLEWE, WA 98006 PH- 1-888-225-5773 PH- (425) 452-6892 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 OWNER/APPLICANT GLACIA L VENTURE A,, L L C 18300 REDMOND WA Y, SUITE 120 REDMOND, WA 98052 CONTACT BEN PAULUS PHONE- (360) 708-9130 ENGINEER/PLANNER/SURVEYOR/ LANDSCAPEARCHITECT CORE DESIGN INC 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASHINGTON 98011 CONTACT GARY SHARNBRO/CH, P.E. - PROJECT MANAGER CONTACT GLENN SPRAGUE, P.L.S. - SURVEYOR CONTACT HOLLI HEA VR/N, P.E. - ENGINEER CONTACT BOB NIX - PLANNER CONTACT LINDSEY SOLOR/0, P.L.A. - LANDSCAPE ARCHITECT PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. 12220-113I71 A I/E NE, SUITE 130 KIRKLAND, WA 98034 CONTACT CAROL YN DECKER, P.E. PHONE- (425) 821-7777 ARCHITECT M/LBRANOT ARCHITECTURE 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 CONTACT DA WD VINCENT PHONE- (425) 454-7130 TRANSPORTA TION ENGINEER TENW 111400 SE 87H STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT CHRIS BICKET PHONE • (425) 250-5002 ADJACENT LAND USE NORTH - SINGLE FAM/L Y RESIDENTIAL, R-8 EAST - SINGLE FAM/L Y RESIDENTIAL, R-4 ASBUIL T NOTE THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DES/GN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD COND/T/ONS. CA UT/ON: UTILITY CONFLICTS v�SE 76TH ST cwn �p i,AK ,4 ASNINGTON SE 80TH ST JO SITE � LLJ z o 40TH ST z "' cn z NE 40TH ST > z o m 2 ¢ N 38TH ST ¢ LL_ � SE 85TH S 00 Y L o 2� SE 87TH S °- SE 88TH ST N 36TH ST N 35TH ST SE 89T ST N 34TH ST LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA TION AND SHALL BE FIELD VfR/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPAN/ES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UT/L/T/ES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IFAT FULL NOT ONEC NCH NO. REVISION BY DATE AP P R ApP SCALE ACCORDINGLY ROLL/ H. HEAV R/N P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ; , CITY OF RENTON RCINITYMAP SCALE I" =1000' SHEET INDEX ENGINEERING PLANS 1 C1.01 COINER SHEET 2 C1.02 CONDITIONS OF APPROVAL 3-4 C1.10-Cl.11 BOUNDARY/TOPOGRAPHIC SURVEY 5 C1.20 OVERALL SITE PLAN 6-9 C1.21-C1.24 HORIZONTAL CONTROL PLAN 10-13 C1.31-C1.34 SITE PLAN /7• 7> lA7 42 A/ DCCDT TAF6W 66PpGC �> LCTTTT/7 T►1�77TC��� �/�����TCTIA/ A O9 GRADING PLAN 20-23 COI-C3.04 24 C3.31 TYPICAL ROAD SECTIONS 25-26 C3.32-C3.33 SITE DETAILS 27-28 C3.34-C3.35 GRADING DETAILS 29-30 C3.41-C3.42 ROAD STANDARD DETAILS 31-34 C4.01-C4.04 ROAD & STORM DRAINAGE PLAN 35-37 C4.10-C4.12 STORM DRAINAGE SERVICE PLAN 38-43 C4.21-C4.26 ROAD & STORM DRAINAGE PROFILES 44 C4.31 STORM DRAINAGE VAUL T PLAN (SOUTH VAUL T) 45 C4.32 STORM DRAINAGE DETAILS (SOUTH VAUL T) 46 C4.33 STORM DRAINAGE VAUL T PLAN (NORTH VAUL T) 47 C4.34 STORM DRAINAGE DETAILS (NORTH VAUL T) 48 C4.35 ROAD & STORM DRAINAGE DETAILS 49-50 C4.36-C4.37 STORM DRAINAGE STANDARD DETAILS 51-52 C6.01-C6.02 WATER PLAN 53--54 C6.21-C6.22 WATER PROFILES 55 C6.31 WATER STANDARD DETAILS 56 C6.32 WATER STANDARD DETAILS & NOTES 57 C7.01 COMPOSITE UTILITY PLAN 62 C8.01 S/GNAGE & CHANNEL/ZA TION PLAN LANDSCAPE PLANS 63 L 1.01 TREE RETENTION PLAN 64 L 1.02 TREE DENSITY EXHIBIT 65 L 1. 0.3 SOIL DIVERSITY PLAN 66 L2.01 COMPOSITE STREETSCAPE PLAN 67-69 L2.02-L2.04 STREETSCAPE PLANS 70 L2.05 STREETSCAPE NOTES & PLANT SCHEDULE 71 L2.06 COMPOSITE LANDSCAPE PLAN & NOTES 72-75 L2.07-L2.10 LANDSCAPE PLANS 76 L2.11 LANDSCAPE PLANT SCHEDULE 77-82 L2.12-L2.17 TRACT ENLARGEMENTS & SECTIONS 8.3--85 L2.31-L2.33 LANDSCAPE DETAILS 86 L3.01 IRRIGATION COMPOSITE PLAN 87-90 L3.02-L3.05 IRRIGATION PLANS 91 L3.06 IRRIGATION SCHEDULE 92 L3.07 IRRIGATION NOTES 93 L3.31 IRRIGATION DETAILS 94-97 L4.01-L4.04 OPEN SPACE PLANS PLANS BY OTHERS 98-99 1-2 FINAL MITIGATION PLAN - STREAM S 100-101 3-4 FINAL MITIGATION PLAN - WETLANDS B & D 102-103 5-6 FINAL MITIGATION PLAN - OFFSITE BENEFIT PARCEL 104-107 7-10 ILL UM/NATION PLANS �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �•� DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24T-417901 W-417901 R-417901 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C1, 01 IN COER SHEET SHEET: 1 OF: 107 CONSTRUCT/ON RECORD DRA WINGS Nc 1 O Q SEE SHEET C6, 02 /KK614 //U/V ML / ROAD A , _ 130- - - - - DOH APPROVED , 13f67.42, 9.07 LT A ` «� CHECK VAL I/E , 1-22 1/2° BEND (M✓) PROPERTY TOP OF FITTING 104.581 �/ a ° \ \ - TOP OF PIPE J- ' LINE (TYP) W/ CONC. BLOCKING - - - - o � -° � � � 20"� \ \ \ TOP OF PIPE 117.278- N ��\ \ �,Y.1 ..q -. o ° �. °. • ,0 ° ;....•• I ° TOP OF PIPE TOP OF q I ° ^I / PIPE ° _ LF 10 _ \ \ 115.588 ° TOP OF PIPE 126.725 - - 103.332 r �\ _ 1 TOP OF PIPE _ �, . TOP OF P/PE � i � / .° ° � ° � 119.073 119.764 � • � � °• TOP OF PIPE 125.455 - - - - - 12J 08 TOP OF PIPE _ �2 - - -� WATER SERVICE TOP OF PIPE '� \ � a •° 120.545 - PER C.O.R. STD - / 10 111.441 _ -- 120---PLAN 320.1 14f27.51, 6.41' L T 20 - - SEE SHEET C6.31 _ - - 1�p/� TOP OF PIPE 10"x6" TEE (FL) - - - (TYP) - - - - - ` 109. 678 TOP _ ,OF FITTING 111. 077 GATE VAL l/ - (FLxM✓) TOP OF PIPE 1-6 - - - INSTALL 4" POLY PIGGING 13f 12. 57, 9. 00' L T �a / - ° ° 107979 \ .1-10" GA TE VAL Vf- (FLxMJ) 110 - - PER C° 0. R° STD. PLAN 300. 6 1-22 1/2° BEND (UJ) i - 1-10 ADAPTER (FLxMJ) - - - - - - _TNOR OP H F 5L0 10>FF - - - TOP OF RTT/NG 97.514 � _ - - ° ` TOP OF PIPE (NORTH END OF TEE) � � � � - W CO/VU.. BLOCK/NG TOP OF PIPE 105. 420 \ F/RE HYDRANT ASS Y \ 13 - - - - - - L ,. ��oc 100.945 -,UU 00W/ CONC BLOCK/NG �� - - TOP OF P/PE 96.957 �i TOP OF PIPE - 32f 12. 89, 4° 00' L T _ TOP OF PIPE \ ° - = 33f22. 03, 4. 00' LT TOP OF PIPE - / � � ° . / / o / 99.264 - \ 1-11 1 4 ° BEND M✓ L TOP OF FITTING 100.993 96.920 _ / O 95.560 / TOP OF PIPE ° ° 1-4 PLUG (MJ) ^X \ 4.00' L T ° . a \ TOP OF FITTING 94.000 I pp 100.495 3>f58.66, \ ��• �W/ CONC. BLOCKING I -° >oo�- i a ` ; I- ' 1-2" BLOW -OFF ASS-Y - - / 1-11 1/4 ° BEND (M✓) d� 4 = - - r - �ITYLF I TOP OF F/TT/NG 101.750%TOP OF PIPE o W CONC BLOCK/NG TOP OF F/TT/NG 90.295,_" DI - N / h ° - - 87. 072 W CONC. BLOCK/NG '' STREETLIGHT i i / �.. i � - -. � ' ` / LF 4 DI _ \ � - 33f00 I PER C.OR. STD. PLAN 340.1 SEE L/GHT/NG PLAN TOP OF PIPE - ice \ _ n (TYP) 94.5J5 I � � � .,- 31f04° 43, 4.00,L T \ \ -�` _ � DI _ _ - -�- - I ��1 F �� 0 N v N 0 0 _ J TR. K -1-11 1/4° BEND (M✓) �\ \ 55l ' = PRIVATE I I I _ ° °. - - - a _ L) ,0 20 4o V o� TOP OF PIPE �\ \ °o \ _ - I _ 10 ° I (OP SP) -TOP OF FITTING 86.437 ' - 92. 559 I W/ CONC. BLOCKING \ \ - - . i, TOP OF PIPE - i - J I ° ; Lo • I 9 _ 100 -- - i' 30f26.50, 4. 00' L T TOP OF PIPE 93.121 TOP OF PIPE - i ��- ' (T / 1-22 1/2°BEND (M✓) k j 'C \ l 89. 610 I TOP OF PIPE - 94. J47 TOP 0 98. 011 / - - - - - - GENERAL NOTES OTEJ TOP OF FITTING 85.186 X` TOP OF PIPE - L-- 91992 100 - / / I PROPOSED FINISH O - / i0 = - - \ i - 88.J55 / / - ' - 1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED W CONC. BLOCK/NG i i - - _ TOP OF P/PE I - GRADE CONTOUR �; / _ - . ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE `�12f 66.57, 9.00 L T ° i - TOP OF PIPE 10' W/DE WATER - - - - - 99.134 TYp V 1-22 1/2° BEND (MJ) 86.674 �ESM'T TO CITY OF - / °� ( ) 90 DEFLECTION. TOP OF NUT 91.444 II i �F 1 / _ - ' / \\ TOP OF PIPE \ i �9 i TOP OF PIPE RENTON (TYP) ° I - 2. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH THE CITY OF W/ CONC. BLOCKING \ o i /i \ \ - - , _ RENTON STANDARD SPEC/F/CA AONS. -00 / 88.297 �� 86.057 N \ \ / \ \ - _� - - - / EX GROUND PROPERTY J TOP OF PIPE - - i TOP OF PIPE g0 _ \ \ - / LINE (TYP) 3. LOCAAONS OF EXISTING UALIAES SHOWN ARE APPROX/MATE. EX/SANG Q 90.434 - i �� 85.806 \ / \ - - - - r \ / CONTOUR (TYP) UALIAES SHALL BE FIELD LOCATED BY RESPECAVE UALITY COMPANIES 12121.41, 9.00' L T / / \'� - - = 1 - - 0 _ 1-22 1 2°BEND M✓ 90 ,✓O�. - -/ TOP OF PIPE \ \ \ - 1 / I I - PR/OR TO CONSIWUC17ON. O TOP OF F/TT/NG 85,966 � . � � .,� � ° ti . 85.447 , � ) � _ \ i / I� \ L i _ _ \ 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECAONS TO ENSANG PIPES W/ CONC. BLOCK/NG " o �� TOP OF PIPE \ \ 1 0 \ \ _ / / i - - / \ \ FOR PROPER RTANOS AND DEPTH. ° - ° \ 5. CONTRACTOR SHALL NOAFY ALL AFFECTED UAL/AES 24 HOURS PR/OR i \ • ti � 0� TOP OF PIPE \ �� ` \ - •-_.-: ----.- .- �l o .. ° - • ° • .a° . i - TO CONSTRUCAON. 12f08.69, 7.54 �L T ti `� 80.892 o a \� FIRE HYDRANT ASSEMBLY \ ° a . ° a oT . •� , , ` _ - - \\ 29*92.56, 4.34 L T >\ PER C. O.R. STD PLAN 310.1 - - _ A UL T CC �+ / o \ • . \ 6. ALL WATER RTANGS AND VAL VfS WTH MECHAN/CAL JOINT (MJ) END(S) 1-10"x4" TEE (FL) / o� - \ \ \ SEE SHEET C6.31 \. ° 71 OU - EJ �D I - _ / / / o'° ` _• • • \ \ ` _ _ SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG TOP OF FITTING84.207 \ \ ---- �y�-- _ _---� �/ \ _/ - J o / / �� \ SERIES 1100. - 2-10" GATE VALVES (FLxMJ) \ i g� \ \� - \ \ 7 \ �, \ TOP OF NUT 85. 771 � j a� 1� \ ° \ � � � \ � i � � � � , � / / o �. • TRACT G ••� • 1 \ ` 7. CONCRETE THRUST BLOCKS Rf IRED ON ALL WATER R NGS PER TOP OF NUT 84.207 TOP OF PIPE �� \ �' �� '<\ ' • • (NGPA) I C.O.R. STD PLANS 330.2 AND 330.3. 1 4 GATE VAL VE (FLxMJ) 82.° - 8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL W/ CONC BL OCK/NG TOP OF PIPE - - - \ °'• �; \ \ \ ' ' �. , • I ' • I LENGTH OF WA TER PIPE SHALL BE USED W/TH THE PIPE CENTERED FOR TRA CT A 81.444 �0 \ j % / \ \ \ - 1 i / - �� •. _ _ / . • • , - , • - • .I - , • - • ~ MAX/MUM JOINT SEPARA AON. TOP OF PIPES \ / / /� I i 1 _ _ -(STORM/OPEN SPACE) �� _ TOP OF PIPE - / v T = - - I I '� /L _ _ 9. WATER MAIN PIPE DEFLECAON SHALL NOT EXCEED ONE-HALF OF PIPE ° 73.975 / � 78.820 / • \ I - MANUFACTURERS SPEC/F/CA AON FOR SIZE OF PIPE USED. 11 f89.86, 9. 00' L T 6" DI \ \ - o - - -1-1 / 1/4 ° BEND (M✓) - \�' ° �o LF 10" Dl \ \ \ \ =\ \ 0� _ �- i '_ - , \ - -" I _ - '_ t• \ , TOP OF F/TT/NG 8>.823\ TOP OF PIPE ° z.x \ \;- \ I PRESSURE REDUCING \ \ _ I TRACT H g 76.633 - \ TOP OF PIPE 80 \ �- , • :° J VAL I/ES W/ CONC. BLOCKING � _ - �. \ \ '�'� '� (STORM OPEN SPACE) 71.291 \ �. \ \ ='� / I _ - - ' TOP OF PIPE TOP OF PIPE 11f27.54, 8.99 LT \ - -- _ 69.935 _ 71.926 ° _ ALL WATER SERVICES SHALL HAVE A PRESSURE REDUCING VALVE EX TREE , x \ - \ \ L ° TOP OF PIPE _ TO BE SA l/ED 10 x6 TEE (M✓xFL) \ 11 f 17.9>, 8.96 L T h \ "o\ TOP OF PIPE \' \ 1 ' ' 70.304 I �' I ,' INSTALLED ON THE DOWNSTREAM S/DE OF THE METER ON PR/VATS TOP OF FITTING 74.445 1-11 1/4 ° BEND (M✓) \� PROPERTY. (TYP) j \ 68.720 v� _ i ° `� - - o ss - -1-6" GATE VALVE (FLxM✓)STOP OF F/TT/NG 72.745 ' • °: oo �2 \ i ,i `.133•33• r- - - ___ LEGEND TOP OF F/TT/NG 73.582 ---WI CONC. BLOCKING • \ \ , '' ��°5q' Q - - -- - - � FIRE HYDRANT ASS'Y \ � - =' \ � • ° 916 �- - - L 10f59. 49 6. 56' L T ; W/ CONC BLOCKING � � i \ � � � ;�'• ti • i - - 01-22 12° BEND MZ _ / (✓ ) TO TOP OF PIPE 0 -------------- - - 12�� TOP OF F/TT/NG 56.075 \ 66.164 96 \00 12" --------- --- -----_ - - - - - a y I ✓ / W/ CONC BLOCKING \ / / / 1 �1,� 8L 10 SPOOL AS READ \ � \ / � • /• / /�- I TOP OF PIPE � � -, 1-11 1/4 ° BEND (M✓) \ ` TOP OF PIPE \ - - \ v i TOP OF PIPE 70.314 TOP OF F/TT/NG 56.032 • . 68 a z w ,A 69.481 96+64.30, 10.02 RT W/ CONC. BLOCK/NG \ 64.875 - J' L _ _ I - 1 92f 18.35, 10.52 RT / a = w» ° I . - J \ - 1-11 1/4 °BEND (M✓) 10.19 RT L$ Z �' / W CONC BLOCK/NG (; >->2"x 6" TEE (M✓xFL) , 93+76.16, ' \� � 0 .�� - - ' 96f21.45 8. / wCD I TOP OF PIPE 56.975 93f57.23, 10.06 RT 9f90.50 >8.1> L T t' - - CD - -� " 1-12"x 6" TEE (M✓xFL) ,% l 70' RT 1 12" SPOOL AS REQD. Q \ \ 1-6 GATE VALVE (FLxM✓) 1-12"x10" TEE (FL) s;.•:; ° ' ° -r - / - - 1-22 1/2°BEND (M✓) w \ _� ...:.; . :;; R ,..,.... 1-11 1/4 °BEND (M✓) - - w ° TOP OF PIPE 56. 032 TOP OF FITTING 61. 832 >:.. ;; . ,_;;::.:; �, :' - 0 a TOP OF F/TTING 71. 958 I ° ' 1-6" GATE VAL VE FLxM✓ STOP OF FITTING 62.716 � - g5 TOP OF PIPE TOP OF FITTING 70.731 _ _ a W/ CONC BLOCK/NG Q ^ \ J 1-12 D/ SPOOL FIRE HYDRANT ASS'Y ) 2-1? GATE VALVES (FLxM✓) o � TOP OF PIPE - s = - -��� - -� - - - - - _ - _ m � 70. 086 W/ CONC. BLOCKING - \ (BETWEEN TEE AND CROSS) 1-10 GATE VAL Vf- (FLxM✓) 63.765 o D� 96f83.57, 20.10 RT \ ° l J F/RE HYDRANT ASS'Y W/ CONC. BLOCK/NG ^ �F 2 \ 31.95 \ - _ W/ CONC BLOCK/NG A / / 22 HP tit-22 1/2°BEND (M✓) . s -W/ CONC. BLOCK/NG _ ! - S �` TOP OF PIPE ^7 \ -NP � AREA TO BE DEDICATED' TOP OF FITTING 71.911 \ \ / _ _ / TOP OF PIPE AS PUBLIC ROW W/ CONC. BLOCKING TOP 6LF LINCOLNA V,E NE�ti� 58.1 OF PIPE / / 63.266 v /12 j� 69.110 96f88.07, 20.14' RT \ 12 DI - - TOP OF PIPE - 99f00 7 6 100+00 , �o �9 3� 19 5�, o TOP �� PIPE TOP OF PIPE - / CONNECT/ON PER C° 0.R. STD. PLAN 300° 5 056.905--I--I- - - o A R ---- REMOVE EX/STING 12" PLUG AND 60\, �� 93400 192� I o 941- \ SOP 0� PIPE / / / TEMPORARY BLOWOFF. CONNECT --- i 68, J55 i - - TO EX/STING WITH- 66LF 2" DI �F °°�=TOP OF PIPE / 1 F 12" ^� ------ ---- 731E 12" D/ 12'D/ NI IN 2 I- 12" D / 66.750 - - - - - / / '1-12 SLE _Vf (M✓) - TOP OF PIPE L - -_ _ 2-DI SPOOL �- z _ i , TOP OF PIPE ) -- - _ _ _ TOP OF PIPE - - _ 66. 092 _ - VERT/CAL DATUM 1-12" GATE VAL VE (M✓) - - - _ - - 57.280 � � TOP OF PIPE \ 64.825 / / -H - - - 61337 I \ TOP OF PIPE / / / 7 TOP OF F/TT/NG 72.02> r- - IOLF 6" DI TOP OF PIPE - dHo� Ho -- 65.273 / / / NA VD 88, GNSS DERIVED \ 58.823 94f01.59, 12.63' RT 92f84.39, 10.32' RT TOP OF PIPE 1-22 1/2°BEND (M✓) BASIS OF BEARING 91f98.91, 10.61' RT TOP OF PIPE REF 6" DI TOP OF PIPE 12" GATE VALVE M✓ 59.550 60.473 O 13XF TOP OF FITTING 63.509 / / / `� N 4 INSTALL 12" POLY PIGGING 63. 059 W/ CONC. BLOCK/NG �� `� ^ w w N88 46 55 W BETWEEN THE TWO FOUND PER C.O.R. STD. PLAN 300.6 MONUMENTS /N THE CENTERLINE OF SE 80TH ST _ _ _ _ _ _ _ - _ _ _ -- WITH 12" VERTICAL CROSS (MJxFL) PLUG (M✓) TOP OF PIPE 55.330 AND CONC. BLOCK/NG ON NORTH END OF CROSS. THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY /NFORMA TION PROVDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATELY REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERI/ED FIELD CONDITIONS. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P.L. S. �RnGA- NAVD 1981 CITY OF HORIZONTAL- NAD 1983/1991 DESIGNED: HEA VR/N DRAWN: RENTON MARY MOORS ONE INCH DATUM CHECKEDHOLL/ HEAI/R/N IFAT NOT L SCNCH Planning/Building/Public Works Dept. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E° SCALE: 1" = 20' ^� I y1;10 I EXISTING PROPOSED j� - I FIRE HYDRANT FIRE HYDRANT \ I - WATER VAL lE � WATER METER F 12" Dl \ I WATER METER[ PIPE BEND \\ I I H C GATE VALVE [I TEE TYPE / BLOW -OFF \ AIR -VAC • WATER MAIN �pK INS h, o wAsyfF CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE PLANNING 99 �•� IsTf DESIGN SURVEYING MNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 W-417902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 �I 2 FIX i,R IYA DATE: CT 2113/24 V FIELDBOOK: PAGE: DRAWING NO: C6. OZ SHEET: OF: 51 107 CONSTRUCT/ON RECORD DRA WINGS N k- O Q GENERAL NOTES 1. MAX/MUM ALLOWABLE DEFLEC77ON AT EACH JOINT SHALL NOT EXCEED ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLEC77ON. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SPEC/F/CA77ONS. 3. LOCA77ONS OF EXIS77NO U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NO U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES PRIOR TO CONSTRUCTON. 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER RT77NGS AND DEPTH. 5. CONTRACTOR SHALL N077FY ALL AFFECTFD U77LI77ES 24 HOURS PRIOR TO CONSTRUC770N. 6. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (M✓) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGA LUG SERIES 1100. 7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER C.O.R. STD PLANS 330.2 AND 330.3. 8. WHERE NEW AATFR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATFR PIPE SHALL BE USED WITH THE PIPE CEN7FRED FOR MAXIMUM JOINT SEPARA77ON. 9. WATFR MAIN PIPE DEFLEC77ON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPEC/F/CA77ON FOR SIZE OF PIPE USED. 1 _ l /l TRACTC ---�- o / (OPEN SPACE) / —130— -7— FIRE HYDRANT ASSEMBL Y PER C. O.R. STD PLAN 310.1 SEE SHEET C6.31. 13f67.42, 9.07' L T 1-22 112° BEND (M✓) PROPERTY TOP OF RT77NG 104.581 LINE (TYP) W/ CONC. BLOCKING TOP OF PIPE > Rif 12. 57,///99.. 00 L T / 1-22 112° BEND (MJ) TOP OF FITTING 97.514 / W/ CONC. BLOCKING INERT/CAL DATUM NA VD 88, GNSS DER1lfD BASIS OF BEARING N88 46 55V BETWEEN THE TWO FOUND MONUMENTS /N THE CENTERL/NE OF SE 80TH ST PRESSURE REDUCING VAL VES ALL WATER SERVICES SHALL HAVE- A PRESSURE REDUCING VAL Vf- INS TALLED ON THE DOWNSTREAM SIDE OF THE METER ON PRIVATE PROPERTY. 1 1 CONSTRUCTION RECORD DRAWINGS F.ITION •► SEE SHEET C6.01 ASBUIL T NOTE LEGEND EX/STING FIRE HYDRANT N WATER VAL VE WATER METER THE ASBU/L T /NFORMA 77ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DA TA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLLI HEA VRIN IF NOT ONEC NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. PROPOSED 4( FIRE HYDRANT WATER METER [ PIPE BEND IN[ GATE VAL VE Ed TEE TYPE / BLOW -OFF A/R-VAC — WATER MAIN SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ;,� CITY OF RENTON Iftow COAL CREEK UT/L/TY D/STR/CT WATER MAIN UNDER SEPARATE PERMIT TRACTF (OPEN SPACE) — �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �•� DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 W-417903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C6, 02 WA TER PLAN SHE: 52 OF,. 107 CONSTRUCT/ON RECORD DRA WINGS M O 0 1 Nc 1 O Q O Z Q N v 130 120 110 100 mo :i 70 50 170 160 150 140 111 130 O �0 Q W 120 110 10+00 16+00 10+50 11+00 16+50 17+00 11+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 12+00 17+50 18+00 1 1 CONSTRUCTION RECORD DRAWINGS F.0 •► 12+50 18+50 13+00 19+00 M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P. L. S. SCALE: AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLL/ HEA VRIN AT FULL IF NOT ONE C NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. 13+50 19+50 14+00 170 160 150 140 130 120 110 19+75 14+50 15+00 130 O 120 W m W 110 � 100 M• 1 70 50 15+50 ASBU/L T NOTE THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29/7; 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVEY. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD COND/TONS. �pK INS h, o wAsyfF CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE PLANNING 'Con DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 W-417904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL- N D 1983/1991 CITY O F CANOPY r 211JI24 4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK: IL RENTON PAGE: vmff DRAWING NO: DATUM Planning/Building/Public Works Dept. WATER PROF/LES C6,21 (ROAD A) SHEET: OF: 5.3 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Z Q 0 Z Q N v 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 130 120 110 100 :/ 70 30+00 30+50 31+00 31+50 32+00 1 1 CONSTRUCTION RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 32+50 33+00 M E M 2/ 1 3/24 H H H suRVEYED: SCALE: LENN R. SPRAGUE P.L.S. AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLL/ H. HEA VR/N P. E. 33+50 VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 130 120 110 100 70 34+00 CITY OF RENTON 2/13/24 VIM 70 50 ASBU/L T NOTE THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29/7; 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVEY. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD COND/T/ONS. K INS h, wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE Z' PLANNING ERA DESIGN SURVEYING 1 INAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 W-417905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. WATER PROFILES C6,22 (ALLEYZ & L/NCOLNA VE NE NEW) SHEET: OF: 54 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Z Q 9 N k O Q M v O IN WATER PLAN GENERAL NOTES Standard Plan No. 300 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 CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY 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 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 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. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 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 VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR 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 RUN 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 SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A 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 BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. 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 SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ~�Y o STD. PLAN - 300.0 �'+�► + PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2010 MARKER MARKEh I ' 1 TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROW DOTS OR PAINTED LINE) MARKER FOUR LAME ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LAME DIVIDER) HYDRANI MARKERS 7R 4- RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWD-WAY (BLUE) PUBLIC' WORKS HYDRANT MARKER LAYOUT DEPARTMENT MARKER t F ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED 5TREET, THE MARKER IS: TO BE INSTALLED ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 MARCH COIU TESTING DETAIL 4- 1 r% F-F L_] EXISTING TEE, DEAD END LINE. CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE 0 P'E VERTICAL CROSS (MJxFL) FOR PQLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP Sc 2"PLUG 1-13LIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP 8c 2" BLOW -OFF TEMP. BLACK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER urvE 0, L J AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT EXISTING TEE OR END LINE CAP 13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE <W > STD. PLAN - 300.5 MARCH 2010 z I IN UNIMPROVED RIGHT OF z J WAY INSTALL METER BOX AT J PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w f SIDEWALK of TOUCHREAD WATER METER TO BE CIT PIP PRIVATE PIPING 36" MIN COVER N o SUPPLIED BY THE 12 z_ x > CITY TYPE "K" SOFT < o `� n 22-1/2' COPPER TUBING /// NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1'° TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPER SETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-247D-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F61000-4-Q) OR AY MCDONALD 47016 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF 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. Y `S PUBLIC WORKS 34 AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG, 8/ 1 1 CONSTRUCTION RECORD DRAWINGS F.ITS"M •► TEMPORARY 2" GALVANI2ED PIPE AND 2" GATE VALVE FINISHED +=RAOe ELEVATION INSTALL 2" PEUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT VAIN, COVER (12-INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZi: OF VERTICAL GROSS SHALL BE THE SAME AS 5WE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BUN➢ FLANGE ON TOP OF CROSS WITH 2" TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL QF CLEANING "POLY -PIE') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG {MJ) ON END OF CROSS CONCRETE BLOCKING ALI, DEBR;S AND POI_YPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL GROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC Wa.ij.Kti POLY PIG STATION FOR CLEANING OF DEPARTMENT WATER MAINS 11-1/4- BEND 22-1/2- BEND 4a' PEN❑ E01�r CAP TEE 90' BEND STD. PLAN 300.6 MARCH 2010 THRUST BLOCK HEARING AREA IN SUARE FEET (SEE NOTE$) FOR HORIZONTAL Aw DOWNWARD VERTICAL BENDS SOIL FIRM SILT Of?COMPACT FIRM SILTY SASO SAND GYWPACT SAND do GRAVEL 90' 45' BEND 11 1/4' 9D' 45' BEN4 11 1/4, 90' 45' BEND 11 1/4- FITTINE BEND TEE CAP OR P400 & 22 1/2' BEND. TEE CAP O+i PLUG 6c 22 1/2- 9END TEE CAP OR PL11G Ac 22 1/2, SEND SEND BEND 4" 7.0 4.2 4.2 1:.7 2A 2.1 2.1 1.0 77 1.6 1.6 1.0 6 13.3 9.4 9.4 6 6.7 4.7 4.7 1.9 5.0 3.5 .3-5 1.4 8 7 .S 16.7 16.7 6. f1.7 8:4 8.4"J.4 8 8 6.3 8.3 5 s2 59.6 i7.5 57.5 15.0 7fi.3 18.8 9.9 7.5 2t,o 14.6 14.0 18 AREAS CALCULATED ON 304 PSI TEST PRESSURE. 3'-0" MIN COVER FOR WATERMA]N LESS THAN 12". 4'-O" MIN. COVFR FOR WATERMAIN 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT 6F THRUST BLOCK (FT) = D.D. PIPE + 1.0' IHR1JST BLOCK BEARING AREA REFERS TC THE fACE OF SLOCA MEASURED n�ryt G•� IN'GQIJM, FET.T 1- LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOL TYPES DIFFERENT THAN SHOWN SHALL BE DE'TERMINEO BY THE ENGINEER. 2. AI-4 DLOCKING SHALL 6E PALIRFO 1N PIACE, ACAINST UND157UR13ED NATII/E GROUNO. 3, ALL POURED T14RU5T BLOCKS SHALL BE BACNI'd-k. b AFrrR MIN- 1 DAY_ PRESSURE TSTIAIG SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCHING SHALL BE CONCRETE CL 5 S. BLOCKING- AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR CLANpS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. +I PUBLIC WOI2Iti CONCRETE BLOCKING FOR STD. PLAN - 330.2 + HORIZONTAL AND DOWNWARD �._.r DEPARTMENT VERTICAL BENDS MARCH 201U M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P. L. S. SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY U00ffS ONE INCH CHECKED: HOLL/ HEA VRIN AT FULL AIF IF NOT ONE C NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: I HOW H. HEA VR/N P. E. VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM FIPF 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-MOORS/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 TWO-PIECE CAST IRON VALVE BOX WITH LUG I 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE 9' EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2,.� BACK OF SIDEWALK AS REQUIRED. /,-OR SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A / OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER CONCRETE BLOCKING �' rk 11111 ` i5 " ; i ,: • 5 `- CONCRETE � t THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 5" GATE VALVE (FL X MJ) AWWA, C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MINIMUM 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 LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS ONE MAN ROCK W> s D 1" �. 6" CONCRETE PAD 6 CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL_ ~;i o PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT �1''V,C>• MARCIi 2010 CITY OF RENTON Planning/Building/Public Works Dept. ASBUIL T NOTE THE ASBU/L T /NFORMA TON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 291-h; 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACORATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVEYCORE DESIGN HAS REI/IEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD COND/TONS. �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE zPLANNING 99 �.� DESIGN SURVEYING IETER 1pNA L 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 W-417906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 WA TER STANDARD DETAILS N O O J 1 DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C6.31 SHEET: OF: 55 107 CONSTRUCT/ON RECORD DRA WINGS N k O Q O TYPE A BLACKING FOR 11 �/�' & 22,/2' VERTICAL BENDS VB 5 d L d O � o � p � w � 2 � E]US N [�� �U U 4UW1 Ory zw w- �a �u1 a� a Um au�' �u,y �t"w �= �v Nr. a C,1� � � p z u1- N �n o� wa O�- ��- 4" 3p4 11t + 8 2 SIi 1� �1 1 3.� d 6" 3AQ 23 4 3/a ,2d B" 3C3Q =221/2 23t224 d � , ae SHACKLE RODS (TYP) El Uj R 1 2 TURNBUCKLES THREM BIL k J a 1 s 9 G d s ° R Q INSIDE RAMS OF SHACKLE ROD BEND S a d - :• � N t w tl 0c V] y En SHACKLE RODS d ^><1 1 j (TYP) R i 9 _7 1 R , A tl � a d 1 �r 1 s a ruara�ucKLes 1 1 TYPE A THREAD 6" o.19•s �� 1 ° a 9 � a e v d J -lam ° y , C C v 1 Z r a r L J q e 1Uj d ° TYPE B + PUBLIC WORKS CONCRETE BLOCKIFITTING OR VERTICAL STD. PLAN - 330.3 GS DEPARTMENT MARCH 2010 TYPE 9 9LOCKING FOR 45' VERTICAL HENDS V#3 5 d L f:7 � r m x Q � wU =C4 Q (�,� C-7N �� � �L=3 =�ZU 4 36Q 45 27 3 20 6" , 30 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 IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. r oo°°n00000000 INSTALL 4 MIL POLYETHYLENE 18° MAX. °� 0`0 op0 °o o aO PLASTIC COVER OVER WASHED o°000°oo° oo°o GRAVEL. CUT HOLE FOR PIPE °� ° ° , 00 o v000 000�oo 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 TEE AND 90' ELBOW. 2" 90' ELBOW STD. PLAN - 340.1 a► + PUBLIC WORKS 2" BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY N p MARCH 2O10 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ WA TER NOTES AND SPECIF/CA TONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSD0T/APHA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL SE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK /N THE STREET RIGHT OF WA Y SHALL BE LIMITED TO 8: 30 AM TO 3.• 30 PM ON WEEKDA YS UNLESS OTHERWISE APPR01/ED /N WRITING BY THE PUBLIC WORKS DEPARTMENT A T (425) 4JO-7301 THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE OF ANY WORK /N THE RIGHT OF WAY. 3. ALL LOCATIONS OF EX/STING UTILITIES SHOWN ARE APPROX/MATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO 1/ER/FY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROIED TRAFFIC CONTROL PLAN /S REQU/RED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DA TUM FOR VERTICAL CONTROL SHALL BE NORTH AMER/CAN VERTICAL DA TUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMER/CAN DATUM 198311991 METERS UNLESS OTHERWISE APPR01/ED BY THE C/TY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL HATERUAIN P/PE /S TO BE CEMENT LINED DUCT/LE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVS/ON, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVS/ON. P/PE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCT/LE IRON PIPE AND F/TT/NGS SHALL BE POL METHYLENE WRAPPED PER ANSI/AWWA C105/A215-93 STANDARDS 7. CAST IRON AND DUCT/LE IRON F/TT/NGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND /N ACCORDANCE WITH ANSI/AWWA C110/A2110-87. CEMENT LINING SHALL BE /N ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES /N DIAMETER AND HAVE MECHAN/CAL JOINTS, THE F/TT/NGS SHALL /N ACCORDANCE W/TH EITHER ANSI/AWWA C110-A2110-87 OR ANSI/AWWA C153/A21.53--94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMB/NAT/ON OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A2153-94 SUCH THAT THE PORT/ON OF THE F/TT/NG W/TH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53--94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE /N ACCORDANCE W/TH AWWA C110/A2110-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECT/ON 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VAL VES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (A WA C500) OR OF RESILIENT SEATED TYPE (AWWA C5099) VAL Vf-5 SHALL BE DES/GNED FOR A MIN/MUM WA TER OPERA TING PRESSURE OF 200 PSI. GA TE VAL Vf-5 SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. F/RE HYDRANTS SHALL BE COREY TYPE (OPENING W/TH THE PRESSURE) OR COMPRESS/ON TYPE (OPENING AGAINST PRESSURE CONFORMING TO AWWA C-502-85 W/TH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VAL Vf- OPENING (M. V. 0.) OF 5-114 INCH, TWO 2-112 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-112 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEA TILE PA TTERV 6 THREADS PER INCH, 60 DEGREES V. THREADS- OUTS/DE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE- A 1-114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT 10. THE TWO 2-112 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERA TING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A 5TORZ ADAPTER, 4 INCH SEA TTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUM/NUM ALLOY, HARDCOAT ANOD/ZED. THREADED END PORT/ON SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HA V/ SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. F/RE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROAD HA Y ASSEMBL Y. 14. F/RE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVS/ON. 15. ALL HATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MIN/MUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERUAIN 12 INCHES AND LARGER SHALL BE AT A MIN/MUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFL/CTS OCCUR, WATERUAINS ARE TO BE LOWERED TO CLEAR. 16. ALL HATERMAINS 6 INCHES AND LARGER /N DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS "PR/OR TO DISINFECTION. THE POL Y PIGS'SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LBICU. FT. DENSITY FOAM W/TH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG"ONL Y. 17. PIGS "SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERA 7ON. 18. ALL WA TERMA/NS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN/MUM OF 200 PSl OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASH/NGTON STA TE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL Bf DONE /N THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED /N CITY OF RENTON STANDARD PLANS & SPEC/F/CA TONS 7-11. 3(11). THE L 055 /N PRESSURE SHALL NOT EXCEED 5 PSl DURING THE 2 HOUR TEST PER/OD. 19. ALL WA TERMA INS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIN/MUM CONCENTRATION) CHLOR/NE/WATER SOLUTION. DRY CALC/UM HYPOCHLORITE SHALL NOT BE PLACED /N THE P/PE AS LAID. CHLORINE SHALL BE METERED/INJECTED /N ACCORDANCE W/TH SECT/ON 7- 11.3(12)E OR 7-113(12)F OF THE STANDARD SPEC/F/CA TONS REFERENCED AB01/E. 20. A PRE -CONSTRUCTION CONFERENCE /S REQUIRED PR/OR TO ANY CONSTRUCT/ONA MIN/MUM OF RVE (5) WORKING DAYS NOTICE /S REQU/RED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PR/OR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR/OR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EX/STING MAINS /S TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS /N ADVANCE OF BACKF/LL/NG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BU/L T DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBL/ES FOR TESTING AND PURITY ACCEPTANCE PR/OR TO FINAL TIE- IN 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, SOL IS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH/0, OR EQUAL, APPROV/ D /N WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MIN/MUM DEPTH OF TWO (2) INCHES. OIL MA T STREETS MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVE AY APPROACHES SHALL BE SAWCUT TO A M/N/MUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EX/STING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHAL T PA TCH SHALL BE PLACED ON THE DA Y OF INITIAL EXCA VA T/ON WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, W/TH/N 10 DA YS. CALL FOR SUBGRADE INSPECT/ON PR/OR TO PLACEMENT OF FINAL PATCH. 30. FOR C/TY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC P/PE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC P/PE. SCHEDULE 40 /N UN/MPROV0 AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLLI HEA VRIN IF NOT ONEC NCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM mw CITY OF IRNIV RENTON 2/13/24 ASBUIL T NOTE THE ASBU/L T /NFORMA I/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 2977; 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITONS. K INS h, wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 3199 ,. DESIGN SURVEYING ISTERF"��v )NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 W-417907 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE 211JI24 Planning/Building/Public Works Dept. C6,32 WA TER STANDARD DETAILS & NOTES SHEET:56 OF. 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Q O Q O v 1 1 CONSTRUCTION RECORD DRAWINGS MEM M. ASBU/L T /VOTE THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMA T/ON PRO 1/DED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DA TA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURI/EY. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. 1 3/241 H H H I�,SURVErED: SCALE: LENN R. SPRAGUE P. L.S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHEGKEDHOLL/ HEA VRIN DATE APPR ROLL/ H. HEA VR/N P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ss SS SCALE: 1" 5 0' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 2/13/24 PROPERTY L/NE (TYP) CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 W-417908 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL- N D 1983/1991 CITY OF CANOPY r 211JI24 V%R I 4196LINCOLNAVENE, RENTON, WA98056 FIELDBOOK: RENTON PACE DATUM DRAWING NO: Planning/Building/Public Works Dept. C7 01 COMPOSITE UTILITY PLAN SHEET` 57 OF: 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Q SEE SHEET C7, 03 9 O O h N v 0 it 16 W / 15 �� v•10 11 12 13 li 14 II ° �.. 15. IW 0 8 ° , ° ° ; ° 4 15' STRUCTURE SETBACK EJ FROM SENSITIVE AREA. SEE WETLAND M/AGA AON PROPERTY �� I \ % cvI I PLAN. LINE (TYP) I �; I / ;. Ai i 32+0� 0 CB 7 CB 30 1 00 �� CB29 $ : CB 6 31 \ I PROPERTY LINE (TYP) CB 28 1\ '` 3 4 5 I \ CB 6B 2 i, 6 I \ ; • \ ° / / CB 27 I I SEE CROSSING TABLE, I I \ f SHEET C7.05 (T)P) TR. J (LIP SP.) 1 o00 _ q V. VAULTACCESS R X o �'9� `� —------- o TRACTG �w / o le (NGPA) iL CD CB 3 icl?il? I ° WETLAND B SPACE) � • ' ° a. , , ; , `� (STORM/OPEN PROPOSED ='CD CB 4 EX TREE CB 4B �'• _,% - TRACT D , /•. c TO BE SAVED ° • • ° , ;;,;'• (ACCESS)— TRACTH o \ ° (STORM/ OPEN SPACE) , ; ; ; ; 045 .q / NORTH STORM VAULT ° . ° , /f N -f° . i . SEE VAULT PLAN & DTZS, V - ° •. W -WEETS CAJ1-C4.32 � / ' ° � W , ;;' = � �, � ° —SSA SS CB 43B = SS I - - -- ° ° w CB 43 o I I II cf:9 . ti. �[if �� o ° ' •', 9 ONP I w o < o ° ° ° . •° • ° • / ONp I LJ opcc 0 L'i 95+00 4. .•.. ' .e .. .• •. ._ . • SS PROPERTY AIiE NE 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2I*= N2,vA R1[61! LJ o 0 LLJ �o Lr) CDCO D LJ SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/15/22 HHH�``WD '�'�' CITY OF MEM 4/11 /22 HHH DEs�cN HOLLI HEAVRIN MEM 4/28/22 HHH DwN' MAR MOORE R E N T O N ONE INCH DATUM CHECKED: AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF NOT CHE INCH BY DATE AP P R APRDfin: Sry E A` IMMMIL1 HOLLI H. HEAVRIN P.E. o LINE (TYP) U U J LJ m or M O N � 1 v N N 1 zS V c r c r L c M 0 O ON I o � `NW4'06'W 12.76 �� ^ww = w» U)��� ��0000 pK INS �, • • MAIsyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 W-417 9 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 UTILITY CROSSING PLAN DATE: 4128122 Q FIELDBOOIC PAGE DRAWING NO: CZ 02 SHEET: OF. 58 107 O O O Z Q 0 v I "m REVISION BY I DATE I APPR Xf-NN R. SPRAGUE P.L. DESIGNED: HOLLI HEA WIN MARY MOORS CHECKED: HOLLI HEA WIN HO H HEA WIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL- MD IW 8/101 DATUM TRACTF� (OPEN SPACE) 61; �ALLEY3 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING *jj;` - 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 W-417 9 0 c IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY CROSSING PLAN 4128122 CZ 03 59 107 N N O V OF �Ikq! Z Q O O 0 Z Q I 'RING RCHITECTURE 7 425.885.781-7 t1791( DARDS 4128122 C7.04 Er: OF: 60 107 N N O V Z Q I N N O VA V O Q