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HomeMy WebLinkAboutzS-3563SetWATER / SANITARY SEWER SERVICE REFER TO WATER AND SEWER PLANS FOR EXACT SIZE AND LOCATION OF UTILITY SERVICES FROM EXISTING MAINS TO SERVICE ENTRANCES. ELEVATION DATUM CITY OF RENTON DATUM (NAVD 1988) KING CO. SURVEY EN-80 1973: 3" BRASSIE IN THE SIDEWALK ON THE NORTH SIDE OF AIRPORT WAY AND 30' WEST OF CHECKERED RUNWAY MARKER ELEVATION = 30.86 FEET (9.405 METERS) T.B.M.'A' TOP OF BOLT ON FIRE HYDRANT _ ELEVATION = 48.29 T.S.M.'8' TOP OF BOLT ON FIRE HYDRANT ELEVATION = 47.22 T.B.M.'C' RAILROAD SPIKE IN UTILITY POLE ELEVATION = 78.06 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. I n t goben aroi boges ssco#o1 8L3059012STA.4 +23.40,148. 1 1 RIM =46.30 L IE I °' P.O.B. L PARCEL \ 1 \ I GE PA I �� � O 1 eR 1 p5 P� �I WK it al i a/ E / %v - o ✓ ;D EDGE / I / N % N" CONC. @ Q.66 %' 3ffi / Ni t; t 8 ` ' 13 LF -61 PVC (SDR 35)r@ 2.0% / / 1 I I .I II Ali III I I I PII�I e� I I 1 li 1 I � I 1 1�1 1 , v ft SEWER PLAN & PROFILE A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OFRENTON, KING COUNTY, WASHINGTON 1 } 2 UL p -6" DIP @ 1.0% a CONNECT TO BLDG. CURB GRAS c IE,(6l) =45.08 � I 3Tv I' PROPOSED AUT ZO C> F.F.E. = 46.50' I ...,,.� CURB 'ROE SING z o 0 w �R � a MpNHO(,E o I" DRK AREA �y�7 3530, 8. CONC. R'. PAVING Y S \ SSCO #02 TO EXISTING SEWER OP t $ IE(8 "W) =35. FOUND MONUMENT IN CASE 46.46 LEAD W "DIMPLE ", 3128106 BRIM 1' IE(6)4200 SSMH #01 -48 i, TYPE'I STA. 4 +23.40; I RIM = 47.10 ' IE(8 N) =38.78 v32 PROPOSED, IDE IE (8" E) = 38.72 it <s SANITARY SE ER EASEMENT 1 } 2 UL p -6" DIP @ 1.0% a CONNECT TO BLDG. CURB GRAS c IE,(6l) =45.08 � I 3Tv I' PROPOSED AUT ZO C> F.F.E. = 46.50' I ...,,.� CURB 'ROE SING z o 0 w �R � a MpNHO(,E o I" DRK AREA �y�7 3530, 8. CONC. R'. t ° I ° ° ) ° ° y �G o. \ � } I \ ° 1149 LF -6 "PVC / \ (SDR 35) @ 2.0% i \ � j I,YIHtlV1,IfYtt 1'CNbC -f OSU�' ALD 5/ P.O.B. 0.50' S LL 5 PARCEL 'D' E.RTIES LLC ISAN ARY SEVEP, MANHOL c' II711� 3059074 R1 57.31 1. - 50.fi6, 8 "PVC CENTEP, SSMH #02'- 48 "0, NPE 1 45 LF - 8" PVC W/ OUTSIDE DROP (SDR 35) @ 6.0% CONNECTION STA. 4 +68.00 EXISTING 8- CONC. @ RIM = 56.00 TO BE REMOVED IE (8" E) = 41.64 IE (W W) = 49.49 (@ DAM) PER (& -'123 LF -8 "PVC - \ /MISC. 8'V +'OOD o }1�uLi 35) @ 2.62?/ �) TRASH IR 51..I ENCLOSUREI ' EDGE -� -- - kNNG \ �/ -� -� EDGE PAVING I i U ' � z \ r L I ; i i /! r) lm, ci (u U STORM CATCH BASIN RIM- 4E33 I.E.- 44.08, 6" COLIC, S. FULL OF VdATER, 010' ABOVE I STRUCTURE IS FULL OF DIRT L AND OTHER DEBRIS, POSSIBLE INVERLS ARE INDETERMINABLE 7 (3M "B" TOP BOLT ON FIRE HYDRANT ELE'd.= 4722 I.E.- 42271 6" CONC. S.E. ' ' 1 RIM- S 45.,15 16 HASIPI_ IS,- 42.96, 6" COLIC. N. T H EXISTING SSMH STORM SEWER MANHOLE GRID N: 4475.1407 RIM- 44.05, LADDER N.E. -� GRIDE:11 10. 858 E, 40.75, 6" CONC. N. 39.44, 12" CONC. S. SANITARY SEVER j tUft'TSW ttS /AU f 0 � a ;.E.- 35.25, 8" COLIC. S. �y�7 3530, 8. CONC. R'. PAVING Y S PROPOSED CONNECT TO EXISTING SEWER OP t $ IE(8 "W) =35. FOUND MONUMENT IN CASE `, .. .. ".-t LEAD W "DIMPLE ", 3128106 SSMH #01 -48 i, TYPE'I STA. 4 +23.40; I RIM = 47.10 ' IE(8 N) =38.78 v32 PROPOSED, IDE IE (8" E) = 38.72 it <s SANITARY SE ER EASEMENT IE (8- W) = 38.78 i l II II I II of I I 1 UTILITY CROSSING C4. N.T.S. EXIST @ 8.E CHECKED FOR COMPLIANCE TO CITY STANDARDS T 1.0/v SIGNATURE ATE 4..c 1 f. Zv . o SIGNATURE DATE SIGNATURE DATE 5- 356301 SEWER PROFILE - STA. 3+00.00 TO 4 +81.78 SCALE: HORIZ. 1 -x20' )NC. :MAIN :D CONNECT NG SEWER 35.50 0 2 0 F= a n; U N t\ b I� + N W a z o v 8 � N a SHEET 12 OF 15 C4.1 0 � a a �y�7 G ¢ Y S O y SHEET 12 OF 15 C4.1 ELEVATION DATUM CITY OF RENTON DATUM (NAVD 1988) KING CO. SURVEY EN,801973: 3" BRASSIE IN THE SIDEWALK ON THE NORTH SIDE OF AIRPORT WAY AND 30' WEST OF CHECKERED RUNWAY MARKER ELEVATION = 30.86 FEET (9.405 METERS) T.B.M.'A' TOP OF BOLT ON FIRE HYDRANT ELEVATION = 48.29 T.B.M.'B' TOP OF BOLT ON FIRE HYDRANT ELEVATION = 47.22 T.B.M.'C' RAILROAD SPIKE IN UTILITY POLE ELEVATION = 78.06 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2 -09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY, ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. OZONE P•P R ,.,.•.• ... -. �0111111 TY ■■■■s® UTILITY NOTES & DETAILS A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. S E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON � NOT USED 4. N.T.S. SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE (6OUTSIDE DROP CONNECTION N.T.S. CALL 48 HRS BEFORE YOU DIG S=356302, 1- 800 - 424 -5555 h W 0 Q z 0 a U W O O 2 W W. F w ry N 0 _ x � W �tsTes+E9 G~ NAL E�' i L d8 W O z ze W' W z' n h N w n n h t\ h N a e 0 m h O N 8; 0 V) Z o e W g zU Iw N W n o0 z0 $Oo0 SBEET 13 OF 15 C4.2