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HomeMy WebLinkAboutzS-2088SetSSMH 21.68 7 F_ 27 A .. ...... ..... . . ....... .............. --------------- ..... -------- Ex SSW RIM EL - 3630 LE - 2360 RECHANhIEL 1.50 OFFSET W NF 0 STA 8�63.41 1 -00 8O P6 RE WALL-- -------- -... - ......... Z 48L17 CL 50 CEMENT;LINEO z Z z z s1v Pvca rI z on -78 OIL TO z RIM EL. 35.99 z z LE O. SZ5 OVERFLOW EL. - 34 9 G 'r� RIM I r-. 35.61 2000 GAL GREASE I-E INTERCEPT'OR z z z z z r z ------------------ - - - - - - - - . . . . . . . . . . . . STA 3,94-76 ...... G.( OFFSET LINE 5,00 ........... -1 ...... ----------- - -------- ....... 7-00 OF SFRINGBROOK RD. EX SS MH TALBOT ROAD I STA -711,159,63 '- 2 D.I. - ------------- IS 1508V CONCRETt-WALL. CAST IRON AIR VENT 43" WASTE G" WASTE I.E. = 31.00'-� STA 7.95, 34- LT. SUMP CATCH BASIN RIM EL. = 35. 49 L& = 3175 z IE=3 NE. !14 SEC. 31, TWN. 23, RGE 5 z z STA B-35, 24' LT. SSPAH -ISHALLOW z z z Da'M EXISTING GARAGE RIM EL. = 35.03 1- If ­9 3 IN M.O.B. #2 o EX 55 MH RIM EL w 54 I \ 13 VERTICAL DATUM.' CITY OF RENTON BENCHMARK - 602 CHISELED SQUARE ON N. W. CORNER OF 2' x 2' 9,3 OUT 42-C2' /F - 28.82' A6- 'A CONCRETE BASE OF LIGHT POLE IN FRONT OF 5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992 4 4 6 C?� E, UNITED GOOD NEIGHBOR ON THE SOUTH SIDE OF S. 43,11 ST. EL. = 102.30' -?, Z z z z F- 5FWF_p P'JZ F-1 Z ------------------ - - - - - - - - . . . . . . . . . . . . STA 3,94-76 ...... G.( OFFSET LINE 5,00 ........... -1 ...... ----------- - -------- ....... 7-00 OF SFRINGBROOK RD. EX SS MH TALBOT ROAD I STA -711,159,63 '- 2 D.I. - ------------- IS 1508V CONCRETt-WALL. CAST IRON AIR VENT 43" WASTE G" WASTE I.E. = 31.00'-� STA 7.95, 34- LT. SUMP CATCH BASIN RIM EL. = 35. 49 L& = 3175 z IE=3 ------------- STA'ANDAZIDS z z STA B-35, 24' LT. SSPAH -ISHALLOW z z z Da'M RIM EL. = 35.03 1- If ­9 3 IN M.O.B. #2 o FOR APPI VAL 9,3 OUT 5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992 4 4 6 C?� E, B. FL. = 36.00 -?, Z z z z F- 5FWF_p P'JZ F-1 Z STj793, 40 LT_ :: '� I STA 8+0 32' LT. OIL/ WATER SEPARATOR RIM EL. = 35.52. W41EL - u Z z RIM BY I.E. = 29.79 - G" & LIDS SHALL I DATE z z z INVIEL TOP SUPPORT H-20 LOADING. z z z z z z 4 LzZ- Z' z Z Z z z z z z ........... z z z p, F: z .-w z z Z z z z Z z z z N STA 7.47, -T SSP✓J4 - F I, R1111 -- -- 43. O LE = 229.50 - IN LE = 29.40 a- OUT 0 z -- — - ------- — -------- % ..... ... ........... ............. ... ................... ------------------- ................. 7—� IA ... ....... . ....... - - ------------------------------------ . . ............ ................... ...................... ----------------------------------------------- 48 f Illllitlll I NOTE., CORE & SHELL CONTRACTOR SHALL MAKE ALL UTILITY-CONNECTIONS, FROM STUBS 5, OUTSIDE OF PROPOSED BUILDING. I I A I A I 5b 4s— I AIH 16 01 RELOCA7E EXIST. RRE SfF DETAILS SHEET CJ OF 5 PROTECTION VAULT I 23: Cq 0 X Ld "4S-BUILT" BASED ON FIELD SURVEY BY TOLIMA ENGINEERS 3FACffID-5/4" AS INDICATED- W+. I/e0 ❑ 0 0 Do 0 cl 0 0 0 0 0 13 I/b"RA15E-191 DMOEQ 4r Ile Yifi Z' lee, CAST IRON QIW-i 40 COVER PIPE MATERIAL AS SPECIFTI). w CHECKED FGR COMPLIANIC.' ------------- STA'ANDAZIDS ............... ----------- �Tf -z -29- Datej-�9 Da'M Da -e o FOR APPI VAL 5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992 4 4 6 C?� E, 0 z -- — - ------- — -------- % ..... ... ........... ............. ... ................... ------------------- ................. 7—� IA ... ....... . ....... - - ------------------------------------ . . ............ ................... ...................... ----------------------------------------------- 48 f Illllitlll I NOTE., CORE & SHELL CONTRACTOR SHALL MAKE ALL UTILITY-CONNECTIONS, FROM STUBS 5, OUTSIDE OF PROPOSED BUILDING. I I A I A I 5b 4s— I AIH 16 01 RELOCA7E EXIST. RRE SfF DETAILS SHEET CJ OF 5 PROTECTION VAULT I 23: Cq 0 X Ld "4S-BUILT" BASED ON FIELD SURVEY BY TOLIMA ENGINEERS 3FACffID-5/4" AS INDICATED- W+. I/e0 ❑ 0 0 Do 0 cl 0 0 0 0 0 13 I/b"RA15E-191 DMOEQ 4r Ile Yifi Z' lee, CAST IRON QIW-i 40 COVER PIPE MATERIAL AS SPECIFTI). w CHECKED FGR COMPLIANIC.' ------------- STA'ANDAZIDS ............... ----------- �Tf -z -29- Datej-�9 Da'M Da -e RECOMMENDED FOR APPI VAL 5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992 4 4 6 C?� E, -?, F- 5FWF_p P'JZ F-1 z —SfFVISD 3 W41EL - u NO. REVISION BY APPR. I DATE PLUG To M SEALED IN !ZWE WHMER z MAIM 5EV&P. JOINTs. G" CLEAN OUT DETAIL RECOMMENDED FOR APPROVAL R I-Z,4AI iREVIEKI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS .SANITARY SEWER PLAN VALLEY MEDICAL CENTER jo DESIGNED, GS FILE NAME:e35-002-901 DRAWN: I DATE CHECKED: MELD 8": PACE: APPROVED: Yi SHEET. C2 OF: 9 SANITARY SEWER ':TOTES & SPECIFICATION'S 1. ALL WCRX MATERIALS SHALL BE IN CCNFNHANC'E WITH THE STANDARDS AND SPECIFIGTI:AS OF THE CITY Of RENTON UTILITT CEPAR: NL' :T AHD ThE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HORS OF L ..K IN THE STREET R1LHT-OF WAT SHALL -BE LIMPED TO E :30 A.M. TO 3:3D P.M. OR VZEKDAYS UNLESS OTHERWISE APPRCVED IN LZITINL BY T =E DEPARTMENT OF PUBLIC WG:KS AT 235-2620. ALL STREET CLOSURES. PARTIAL OR FULL. SFALL BE A FRDVED BY THE OEPMTHENT OF MSUC ' KS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT. FIRE DEPARTTMENT, AND VII SHALL BE NOTIFIED 24 HOURS 19 ADVANCE 3. ALL CCl ITRC'CTION SHALL BE IN AlINDANCE WITH `STAICARD SPECIFICATIONS FOR M.NICIPAL PUBLIC WORKS CONSTRUZTION• PREPARED BY WASF INLTCN STATE CHAPTER AMERICAN PUBLIC 'ARKS ASSOCIATION. LATEST EDITION (APIWA) AND CITY OF RE41U STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHRM ARE APPROXIMATE AND IT SHALL BE THE CCYTRACTOR`S RESPONSIBILITY TO NERIFT THE TRUE AND CORRECT LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTICN CONFERENCE AND A 24 HOER NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTICN. IT SMALL BE THE CCNTRACTCR -S RESPONSIBILITY 70 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION- (INSPECTION WILL BE ACCORPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SMALL BE THE CCNTRACTOR`S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRICTION. 6 CCNTRACTOR IS SOLELY RESPONSIBLE FOR THE NEARS. METHODS AND BEOi'ENCES OF CGNSTRUC:ICM AND FOR THE SAFETY GF tCRKERS AND OTHERS ON THE CONSTRUCTIC4 SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANT CONSTRUCTIC. 8. PLANS APPROVED BY THE CITY OF RENTCN, PM:SLIC NARKS DEPAR.MEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A CCPY OF THESE APPRC"._O PLANS MOST BE W THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTOM WITH AN AS -BUILT DRAWING OF THE SANITARY SEVER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PRCFESS1 ORAL EMGINEER OR LICENSED PROFESSICRAL SURVEYC2. 11. BACUILL SHALL BE PLACED EOUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MCCI" DEPTH OF 8 INCH -ES. THOROUGHLY TAMPING EACH LAYER 70 95 PERCENT OF VAX]" DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE DIVINE PIPE OR TO THE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN NT HCAD CROSSINGS FOR UTILITY TIE NCH'cS ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A COST IATRAUS LIME. A TENPORAIM IIX PATCH MUST BE PLACED IMMEDIATELY AFTER eACKFILL AND COMPACTION. A PERMANENT NOT MIX PATCH SHALL BE PLACID WiTHNN 10 OATS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MLCHED M OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFIGT ICNS FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL IICLIAE RECEFSARY LEVELING OF THE IRE CH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND C`MPACTION OF REQUIRED REDOIRG MATERIAL TO UNIFCRM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNTIE`.DInG BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOV THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER WSKETED ASTM D 3034, MR 35, OR DUCTILE IRON CLASS - 17. IN UNIMPROVED AREAS, MARHOLE TO EXTEND MINI" 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, SASESPEC:If /BBd Mome flL.LEi - i = F2ECA5T E5A5° sPt7IOLJ OZ C-A151 IQ RACE TYPICAL MANHOLE DETAIL Jwp' NE %4 SEC. 31, T WN. 23, RGE. 5 DIM A° _ I CLEAR ACCESS OPENINGS GROUT BOTH SIDES A A CD PRECAST D111DER I SLOT BOTFI SIDES PLAN VIEW 2" CAST IRON ADJUST TO GRADE - LOCKING FRAME & COVER VENT PIPE •`� AIR & GAS TIGHT °9 - 1 __ lu- > - - - - -- if✓SPECRON TEE - F=? _. WIN_ 11 TYP ti _ice OUTLET m = W TEE W � 2i W U Ll °1 ~ N ~ -1 GROUT ALL AROUND SLOT BOTH SIDES 213 LENGTH 1/3 LENGTH r SECTION A -A 750 GAL. OIL/ WATER SEPARATOR DETAIL 4 "MIN.- 12'MAX --�: -� 24" I E 40 54- (� U6 "RAISE -I0M0E 8° 00 ORDER I z I VARIABLE 2' TO 5' NOTES: 1- STEPS TO BE 3,/4" DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL. 2. STEPS ARE 'O BE IN PLACE BEFORE MH SECTIONS ARE 1 ^!STALLED. 3. CASTING 10 BE OLYMPIC FOUNDARY MH30 WITH MH30 D,,'T OR EQUAL. SEE DETAIL 5.14 4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE- 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. SANITARY SHALLOW MANHOLE TYPEFFAFF SIZING CHART GALLON CAPAaTY CA15-171W. -I- 0 LYMPIC FDFN.- �9 O1M A' 4;.M: -7 50 DrOR EOL14L'- D/M 'C' 24" SEc DET41L 5.1.4 600 577-GA ADJUSTMENT 4'MIN. Y -O' 4'-8' 7• -0' 3'-6' 3•-2" 750 GONE 860 -138 MOZFAQ JOIN _ -`Sf SEC"IOU 577-GA �.�.p;F.� STEM- 3 /¢ "DErJav11 D E)PR SF5 SIJALL 6E INCLUDED 4 =8' 7•-0' 5' -3' 4' -If' q: lD1�2i1 z >, C =: 5=0' Y -2' AY 3=10' 1250 -T 4. 860 -137 9=0° 5'-O' 5 Zr= -ZI" LQ 5=2° `( k'cc)NcQ_--Tr-_ LADDE -2 -5TD. AL-UMIMJM 860 -138 11=2" .5=8_ oR c aLVAu,JI7ED sTE~' . 4=4_ 4'-0" 1750 5uffj-F Mome flL.LEi - i = F2ECA5T E5A5° sPt7IOLJ OZ C-A151 IQ RACE TYPICAL MANHOLE DETAIL Jwp' NE %4 SEC. 31, T WN. 23, RGE. 5 DIM A° _ I CLEAR ACCESS OPENINGS GROUT BOTH SIDES A A CD PRECAST D111DER I SLOT BOTFI SIDES PLAN VIEW 2" CAST IRON ADJUST TO GRADE - LOCKING FRAME & COVER VENT PIPE •`� AIR & GAS TIGHT °9 - 1 __ lu- > - - - - -- if✓SPECRON TEE - F=? _. WIN_ 11 TYP ti _ice OUTLET m = W TEE W � 2i W U Ll °1 ~ N ~ -1 GROUT ALL AROUND SLOT BOTH SIDES 213 LENGTH 1/3 LENGTH r SECTION A -A 750 GAL. OIL/ WATER SEPARATOR DETAIL 4 "MIN.- 12'MAX --�: -� 24" I E 40 54- (� U6 "RAISE -I0M0E 8° 00 ORDER I z I VARIABLE 2' TO 5' NOTES: 1- STEPS TO BE 3,/4" DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL. 2. STEPS ARE 'O BE IN PLACE BEFORE MH SECTIONS ARE 1 ^!STALLED. 3. CASTING 10 BE OLYMPIC FOUNDARY MH30 WITH MH30 D,,'T OR EQUAL. SEE DETAIL 5.14 4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE- 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. SANITARY SHALLOW MANHOLE TYPEFFAFF SIZING CHART GALLON CAPAaTY UV Ca MODEL Na UV Co. DW7 N. O1M A' DIM 9' D/M 'C' D/M D' 600 577-GA 860 -136 Y -O' 4'-8' 7• -0' 3'-6' 3•-2" 750 577-G4 860 -138 950 577-GA 060 -136 7=0" 4 =8' 7•-0' 5' -3' 4' -If' 1000 4484 -GA 860 -137 9=0' 5=0' Y -2' 4=2' 3=10' 1250 4484 -GA 860 -137 9=0° 5'-O' 2' 5=2° 4'-10" 1500 5106 -GA 860 -138 11=2" .5=8_ Y -Y 4=4_ 4'-0" 1750 5106 -GA 860 -738 11=2" 5=8- 7-2" 4=17- 1 4'-7" 2000 612 -GA B60 -140 12=8" 6 =8" 8'-O" 47- 3'-10° 2500 612 -GA 860 -140 12=8' 6=8" 8=0' 5'-6" 4•-91 6.12 -GA 860 -140 12'-8" 6=8" 8'-O' 6'-O" 5-3' 914 -GA 860 -149 15 -Y 9' 7- '-61/2 5=0" Y-9" E-6 8f4-GA B60 -149 15 7' 9 7- '-61/2 6'-3' S' -O 81, B6(r150 79 =11' 9' -17' 8=11" 6=2' 4'-9" 818-CA 860 -150 19' -17' 9' -77° 70'-5" 7 -21 5' -9" NOTES 1- CONCRETE 28 DAY COMPRESSIVE STRENGTH x-4500 P.I. 2. RFBAR AS7M A -615 GRADE 60- J. MESH AS7M A -185 GRADE 65. A DESIGN: ACI- 318 -83 BUILDING CODE ASTM C -857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE U77LJTY STRUCTURES a LOADS H -20 TRUCK WHEEL M/30.Z IMPACT PER AASHTO. 6. FILL W /CLEAN WATER PRIOR TO START -UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING & SAMPLING 7EE5 8- CRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER - - 2" CAST IRON VENT PIPE TO 3UILDING VENT SYSTEM - 4u''5PACE5 5 ACED -5X!I A5 INDICATffD- t 10' CABS IRON RIUG AND COV7 =12 FIFE MAI EQIAL 45 SFECIFfCD. PLUG TD ?t SEALED IN SNME bMANUER L5Iv_lw SEwt2 JOIIJTS. 6" SANITARY CLEAN -OUT DETAIL N.T.S. 4' 10" x 4' G" x 6" DEEP CONCRETE APRON SLOPED 5% RIM EL = 35.75 TO DRAIN. I.E. = 31.75 CB TYPE I 2 N SANITARY SUMP DETAIL N.T.S. ':4S- BUILT" BASED ON FIELD SURVEY BY TOUMA ENGINEERS RP 7.0`•,W. FIN DED RECOMMENDED E: I�PP/P�OVAL FOR APPROVAL a�1iPs�lO!/!(/F%43[if� 23VLlP .2�t.,�Y.firriuiiT.C/,,'�.. J i4 45T. -_'W, T. F.' UT /Z IT P /,4.1! R6Si/ clq/ 5-2089 c' 4 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY MEDICAL CENTER b SANITARY SEWER NOTES & DETAIL !® I I I I I AI I I I A I I I A I A I A I A I I I A I I I I I I I I I