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HomeMy WebLinkAboutS-370101m 11 Y I U) I (—D n-� ra 8' "PVC 280.07 (IN E} I I ", 11 "I , 1 8 PIV-1 2791.69, (uu T-W, V WA ID3 EN & E E AS MC, NO. ......... EASEMENT '87W25 4117 12+44.41,42.E6 RT -8" 90- I 5' � Al. C,BEND (h(4) RUN 8' PRIVATE -S0E,SE*ER` 'W/ CON BLOCKING �GO COORDINATE ........... FOR LOdARON'& DEP7H OF,,- -LATERAL CONNEC77CINS, 28¢ 00 ........ ...... SCALE. 20' ----294 0 k 1, lU - U.I. &6N BmP '4, 108 -SF) rt j. (FLOW "'CONTROL l INUINE aRANOU , TIP) SECTION A - ACCESS ROAD A FIRE DEPT ACCESS SPRINKLER RISER ROW.-PROVIDE F.D. APPROVED LOCK 9ENS45 omml r-? NOT 70 SCALE 4. VICE WTH J" QN018WO DOMESTIC WA 8 NO y s Vi 6. V- IASSEMBLY PER RENTON STD. PLAN 320.4. SEE DETAIL. SHEET C4.J. PROVIDE PRV AND RP&A, COMPLANT,W114 PLUMBING COO& IN SPRINKLER RISER ROOM. SEE"' 7? 1 ^6 ,j 4 MECHANICAL PLAN FOR DETAILS. PIV PAINTED BGUf mC ........ 'PROPOSED APARMENT PIV (PANTED RED). PROVIDE DDC�VA IN SPRINKLE RISER ROW PER MECHANICAL S4L PLAN AND RENTON, SID PLAN DETAIL SHEET C4.4.',, BUILDING 7 CLEANOUi TYP) "44-01" s> f tA!4� SHEET C4.3 04 L EL JJSOO (67 PSI) 0+92 10 7/2*- BENO 1� LEVE I 1+ 79.52. 03 LEVEL EL 325.00 .81, 247LT, ,P2 LEVEL EL 3IaOO (/u P�j 77+&&45� U.917- HT (RD-01) 1-8- ME, (R.) DI LEVEL EL 304.00 (81 PSI) 1-8"64717 VALVE' (FbMd) Cr BY LEVEL-EL 2-9XO0-(85.P9) I I�iO ke' OU (FLxMJ) 2-8' °ATE VALVES m ES77MATM STA77C WICONC G i? WA TER PRESSURE FIRE ACCESS EASEMENT REC. NOS 20JOJO2 8 6 & 631201086 2+5716 400' LT I-10,9L ff FG r r -x 1-5-114* F74 ASSEMBLY g'-6' D.I. PExPE• 2-6"FLxWJ ADAPTERS WICONC BLOCKING PER RENTON- STEP, PLAN 310. 1 7 SEE 3+70.56, 4.22'LT, ---------- 1 0 li- SEND (eJ) W1 CONC. BLOCKING j TEMP. SHORING/ 3+8452, 6.04' LT rr DURING CONSTRUCTION * 1-10' 221 BEND (M✓) ... ... . 00"- W/ GONG BLOCKING REMOVE EX. FH 2' IRRIGA77ON MEIER WTH S;ID DCVA PER RENTON S 0 ij 340 �SION & REMO kE X31 EXIST8' WA MAIN. z MAIN (TYP FOR BOTH 10- AND 8- MAINS) NOTE.• SEE 7HE MECHANICAL PLANS FOR THE LOCA71ON OF THE OIL/WATER SEPARATOR FOR THE PARKING GARAGE: NOTE* CONCRETE BLOCKING FOR HORIZON77AL AND DOVONNARD WR77CAL BENDS PER RENTON STANDARD PLAN JJO SEE DETAIL. SHEET C4 4 1 Z 1� NOTE: FIRE SPRINKLER SUPPLY SYSTEM SHOW SCHEMA 77C ONLY. -q2E AND LOCA77ON OF SYSTEM COMPONENTS, INCLUDING PIPE FDQ, PIV AND BACKFLOW PR07ECIION (INSIDE RISER Room) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FNALIZED DESIGN 70 BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR RENEW AND APPROVAL TOGETHER W7H DESIGN FOR BLDG FIRE SPRINKLER SYSTEM, 0 In AV-fs S= 370101 1-5-114' FH ASSEMBLY 8'-6* Al. PEXPE 2-6FLxWJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAPTER WICONC BLOCKING PER RENTON S7D PLAN 310.1 SEE DETAIL SHEET C43 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE* 3' MINIMUM COW? REQUIRED OVER ALL PROPOSED WATERMAIN AND SERHCES UNLESS 07HERWSE` NOTED, WAZERMAIN TO BE INSTALLED SUCH 7HA T ISOLATED HIGH AND LOW POINTS ARE NOT CREATED BET*EEN POINTS OF CONNEC770N. NOTE, 70 THE EXTENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW GROUND NET UTIUTIES HAVE BEEN INDICATED ON THESE PLANS LAYOUTS FOR CERTAIN DRY UTILITIES (PONER, 7EZECONMUN10471ONS; GAS) HAW YET TO BE DESIGNED BY THEIR RESPEC77W PURVEYORS; AND ARE NOT DEPICTED WHEN AVAILABLE; 7HE CONTRACTOR SHALL SUBMIT THESE LAYOUTS 70 THE ENGINEER FOR RENEW AND COGROINA 77ON PRIOR TO INS TALLA 770N. TO MINIMIZE SCHEDULED SHU7DOWN OF WATER NEW TOP 310.0.* (MATCH FG) a- PVC (IN-S) a- PAC (OUT-W) CTR CHANNEL 301.96 9+87.54 . 2378' LT CONNECT 70 EX. 8' WA CUT IN. 1-8' TEE (FL) 2-8" GATE VALVES (FLxMJ) 1-8' D.I. (PEIRE) CUT TO FIT 1-8, COUPLING 1-8' BLIND FLANGE ss W1 GONG. BLOCKING PER REW70N SID PL01 SEE DETAIL, CB-7291 TOP 309.56 12" CMP IF 306 80 (OU T-N) —20' WATER, 'SEWER, STORM ANP FO#7,1TRAFF7C ESMX, REC' WO, :�EJ02070,7 - 44 EX. GCB TY I Pt 2 RIM 291,87, , 1�? -M -E) NEW 10 2B8. S�,'(IN 12"' I-- W) 1 CMP 1E 2&57, 12+4253 16.22' RT CONNECT 7T, EX. WA CUTIW�iil 1-8 TEE (FL) 2-11"'GATE VALVES (FLWifJ) 1-a"4 L (P&PE) CUT TO FIT 1-8' COUPLING 11-8- BUNDFFLANGE W1 CO*. BLOCKING PER RENTON -STD PLAN JODJ SEE DEIIAIL, SHEET C4.2 19+10 99,37',Jr RT -AI ak 29, > ASSOCIATES 12112115thAve.tE 1-8'x4' TEE Kirkland, WA 98034=6923 1-4' GATE I z W/ CONC. a t" 0 + Ln I-8-x6- 1-6' GATE W1_ CONC. i > IX-8-D.I. F DC 5'-B' D. z MAIN (TYP FOR BOTH 10- AND 8- MAINS) NOTE.• SEE 7HE MECHANICAL PLANS FOR THE LOCA71ON OF THE OIL/WATER SEPARATOR FOR THE PARKING GARAGE: NOTE* CONCRETE BLOCKING FOR HORIZON77AL AND DOVONNARD WR77CAL BENDS PER RENTON STANDARD PLAN JJO SEE DETAIL. SHEET C4 4 1 Z 1� NOTE: FIRE SPRINKLER SUPPLY SYSTEM SHOW SCHEMA 77C ONLY. -q2E AND LOCA77ON OF SYSTEM COMPONENTS, INCLUDING PIPE FDQ, PIV AND BACKFLOW PR07ECIION (INSIDE RISER Room) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FNALIZED DESIGN 70 BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR RENEW AND APPROVAL TOGETHER W7H DESIGN FOR BLDG FIRE SPRINKLER SYSTEM, 0 In AV-fs S= 370101 1-5-114' FH ASSEMBLY 8'-6* Al. PEXPE 2-6FLxWJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAPTER WICONC BLOCKING PER RENTON S7D PLAN 310.1 SEE DETAIL SHEET C43 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE* 3' MINIMUM COW? REQUIRED OVER ALL PROPOSED WATERMAIN AND SERHCES UNLESS 07HERWSE` NOTED, WAZERMAIN TO BE INSTALLED SUCH 7HA T ISOLATED HIGH AND LOW POINTS ARE NOT CREATED BET*EEN POINTS OF CONNEC770N. NOTE, 70 THE EXTENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW GROUND NET UTIUTIES HAVE BEEN INDICATED ON THESE PLANS LAYOUTS FOR CERTAIN DRY UTILITIES (PONER, 7EZECONMUN10471ONS; GAS) HAW YET TO BE DESIGNED BY THEIR RESPEC77W PURVEYORS; AND ARE NOT DEPICTED WHEN AVAILABLE; 7HE CONTRACTOR SHALL SUBMIT THESE LAYOUTS 70 THE ENGINEER FOR RENEW AND COGROINA 77ON PRIOR TO INS TALLA 770N. TO MINIMIZE SCHEDULED SHU7DOWN OF WATER NEW TOP 310.0.* (MATCH FG) a- PVC (IN-S) a- PAC (OUT-W) CTR CHANNEL 301.96 9+87.54 . 2378' LT CONNECT 70 EX. 8' WA CUT IN. 1-8' TEE (FL) 2-8" GATE VALVES (FLxMJ) 1-8' D.I. (PEIRE) CUT TO FIT 1-8, COUPLING 1-8' BLIND FLANGE ss W1 GONG. BLOCKING PER REW70N SID PL01 SEE DETAIL, CB-7291 TOP 309.56 12" CMP IF 306 80 (OU T-N) —20' WATER, 'SEWER, STORM ANP FO#7,1TRAFF7C ESMX, REC' WO, :�EJ02070,7 - 44 EX. GCB TY I Pt 2 RIM 291,87, , 1�? -M -E) NEW 10 2B8. S�,'(IN 12"' I-- W) 1 CMP 1E 2&57, 12+4253 16.22' RT CONNECT 7T, EX. WA CUTIW�iil 1-8 TEE (FL) 2-11"'GATE VALVES (FLWifJ) 1-a"4 L (P&PE) CUT TO FIT 1-8' COUPLING 11-8- BUNDFFLANGE W1 CO*. BLOCKING PER RENTON -STD PLAN JODJ SEE DEIIAIL, SHEET C4.2 19+10 99,37',Jr RT -AI ak 29, wcwc. 1 PER RENT MAY NEEL 12+31.35. 4. ASSOCIATES 12112115thAve.tE 1-8'x4' TEE Kirkland, WA 98034=6923 1-4' GATE I 425.821.3481 fax W/ CONC. a t" �-B D.1 + I-8-x6- 1-6' GATE W1_ CONC. i IX-8-D.I. F DC 5'-B' D. ss I -6FLXWJ ADAPTERS LAN mai IFET C4.3 SSMH 97395 RIM 297.65 BE RELOCATED 8" PVC (IN-E) RT 8- Pvc (OUT-W) A CIR CHAN 290.69 L-LI E (FLxmi) 'ING A. RT, R JxFL) Vr I Olwj) K)NG Lu 7 (FLI' Hi I ASSEMBLY Q 'ExPIF, 2-61RAWJ ADAPTERS ;t ADAPTER Aa bcKlmG. PER RENTON s7D PLAN may SHErF,C4.3 17 +50.76. 4.26' RT BEND /"✓ *4 uj 0 � 4 a = °p o 4: X A w? GONG. BLOCKING ri1 11 +3&89 9,02' RT 1 -8 45' BEND NJ) tl W1 CONK. BLOCKING f2 12 L MIN. COVER (TIP) Rag a WAWNI,, UHU'r AND CONSTRUICRON EASEMENT (TYP) 82QF-� 371 ACC= GRADING. UTILITY AND C0NS7RUCY7ON EASEMENT (T)P) 10+550. 04 ii.9.02- RT 45 BEND I. JA A14 PIS BLOCKING FROMM Nuam MAW & MAWn^ PIS 0e, j % PRw= SURVEYOR AMM a FLIfft PE FRDJ= ENGINEER COME LF714 NA PEDRO LANDSCAPE MKHM 6- PVC 1E J06.90 (IN-E) FIRST SUENUM DATE: 10/15/12 4, 7/ 8- PVC 1E 30719 (IN-S) SCALE BEL-11-20- Uff-'NIA -3-1 29 9'-8 Ol. 10+0&41, 5.50' RT BEND (MJ) IZ54 15.00' LT W1 CONC. BLOCKING 45' BEND MJ GONG BLOCKINCel WA TER PRESSURE ZONE a 490 N0 1E -q,M AND LOCA 77ON OF DOMES71C WATER SERVICE AND MEYER, AND SANITARY SIDE SERVICE TO BE CONFORMED BY PROJECT MECHANICAL ENGINEER PRIOR 70 CONSTRUCTION CAU77ON LOCATION OF ENS77NG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. ITISTHECONTRACTORS RESPONSISLITY 70 FIELD VERIFY LOCAPON OF U77LI77ES PRIOR 70 PROCEEDING NITH C0NS7RUC770N YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. CITY OF RENTON Approved by: 6%L/ 6*qv/ Date: Off - 2, 7013 Approved by�- , �Xe � Date: fD Approved by: -114- '+�,d Date: /V 17 )1 -9 Approved by: Date: 02013 TRIAD ASSOCIATES S-37(o(ol SLID' NOT VAID UNLESS SIGNED AND DATED JOB NO. 09-029 ' "' C4. 0oF 15 T ASSOCIATES 12112115thAve.tE Kirkland, WA 98034=6923 425.821.8448 425.821.3481 fax 800.488.0756 1011 free v Anadae uatw.net X -6FLXWJ ADAPTERS LAN mai IFET C4.3 SSMH 97395 RIM 297.65 BE RELOCATED 8" PVC (IN-E) RT 8- Pvc (OUT-W) A CIR CHAN 290.69 L-LI E (FLxmi) 'ING A. RT, R JxFL) Vr I Olwj) K)NG Lu 7 (FLI' Hi I ASSEMBLY Q 'ExPIF, 2-61RAWJ ADAPTERS ;t ADAPTER Aa bcKlmG. PER RENTON s7D PLAN may SHErF,C4.3 17 +50.76. 4.26' RT BEND /"✓ *4 uj 0 � 4 a = °p o 4: X A w? GONG. BLOCKING ri1 11 +3&89 9,02' RT 1 -8 45' BEND NJ) tl W1 CONK. BLOCKING f2 12 L MIN. COVER (TIP) Rag a WAWNI,, UHU'r AND CONSTRUICRON EASEMENT (TYP) 82QF-� 371 ACC= GRADING. UTILITY AND C0NS7RUCY7ON EASEMENT (T)P) 10+550. 04 ii.9.02- RT 45 BEND I. JA A14 PIS BLOCKING FROMM Nuam MAW & MAWn^ PIS 0e, j % PRw= SURVEYOR AMM a FLIfft PE FRDJ= ENGINEER COME LF714 NA PEDRO LANDSCAPE MKHM 6- PVC 1E J06.90 (IN-E) FIRST SUENUM DATE: 10/15/12 4, 7/ 8- PVC 1E 30719 (IN-S) SCALE BEL-11-20- Uff-'NIA -3-1 29 9'-8 Ol. 10+0&41, 5.50' RT BEND (MJ) IZ54 15.00' LT W1 CONC. BLOCKING 45' BEND MJ GONG BLOCKINCel WA TER PRESSURE ZONE a 490 N0 1E -q,M AND LOCA 77ON OF DOMES71C WATER SERVICE AND MEYER, AND SANITARY SIDE SERVICE TO BE CONFORMED BY PROJECT MECHANICAL ENGINEER PRIOR 70 CONSTRUCTION CAU77ON LOCATION OF ENS77NG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. ITISTHECONTRACTORS RESPONSISLITY 70 FIELD VERIFY LOCAPON OF U77LI77ES PRIOR 70 PROCEEDING NITH C0NS7RUC770N YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. CITY OF RENTON Approved by: 6%L/ 6*qv/ Date: Off - 2, 7013 Approved by�- , �Xe � Date: fD Approved by: -114- '+�,d Date: /V 17 )1 -9 Approved by: Date: 02013 TRIAD ASSOCIATES S-37(o(ol SLID' NOT VAID UNLESS SIGNED AND DATED JOB NO. 09-029 ' "' C4. 0oF 15