Loading...
HomeMy WebLinkAboutWWP2701429.1CUL—DE—SAC AND PROPERTY BOUNDARIES AS SHOWN ON APPRO VED (BY Cl TY OF RENTON) DESIGN PLANS SUBMITTED S Y TOUMA ENGINEERS DA TED JUL Y 19, 1989 i/ / 13' UTILITY EASEMFNT AF* 9205280699 2 S 892854" E 1 l� 00' ' I r S 89 93'02" E STA 12+45.09 5' RT S$W__; 6 = SS STA 0+00 S�S_M_HP 2R/.94 IE = 2 71.0 4 IN IE = 2 70.9 4 OUT L OCA TION PER APPRO VED (BY CITY OF RENTON) DESIGN PLANS SUBMITTED BY TOUMA ENGINEERS DA TED JUL Y 19, 1989 ,r v \ \ W o •1c o°/ /yk 01) SSMH2 ' SS STA I;82.00 I 4' L T OF EASEMEIVi RIM EL = 282.54 I a C E— 270.27 N 270./7 OUT 4' SEE SANITARY SEWER PROFILE SHEET 4 OF 6 �J n P'v a� J J 4� o � WARNING IT IS RECOMMENDED THA T OWNER/DEVEL OPER HA VE A SOILS ENGINEER ON SITE PRIOR o I TO AND DURING TRENCH EXCA VA TION THROUGH THIS AREA. SOME FORM OF SHORING OR SPECIAL PRECAUTIONS MIGHT I BE NECESSAR Y TO A VOID DA MA GE TO ADJACENT STRUCTURES. THIS DESIGN IS STRICTL Y FOR CONVEYANCE AND WAS PRODUCED WI THOU ANY SOILS RECOMMENDA TIONS. tj SUBSURFACE SOILS CONDITIONS ARE O UNKNOWN AS IS THE STRUCTURAL INTEGRI TY OF El THER AD✓A CENT RESIDENCE. h 5 / 5 15' UTILITY EASEMENT �oQ / i Q� 5' SEPARA TION MINIMUM BETWEEN PIPES REMO VE TREES NOTE.• DO NOT DISTURB FENCE ALONG PROPERTY LINE IEW 6" '..'R LINE IBLAINE AVE. NE CUL —DE—SA C i SIDE SE`G ERA S T UBI (T YP.I s , r S 89°33'02" E 252.26' /V/ L1 /1/ / (,1 N Imo- �/1/ el • hi//:// � / / /%\/ e . as a_ / • s / s_ a/ r_ / • ass / ♦i / .s s • e ♦s . -I //\ s / Jt I (0 -0 O O M Co Co r,, 0 o N ISANITARY AND STORM MANHOLES PER CITY OF RENTON APPROVED DESIGN PLANS (BY TOUMA DA TED JUL Y 19, 1989 r!i 0 N O 0 C :NGINEERS� SWAN MEADOWS # GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 inch = 20 ft EXISTING RESIDENCE TAX LOT 1722 EXTEND CASING 17.5 / BEYOND THE HORIZONTAL PROJECTION OF THE HOU ON THE WEST SIDE. /7. 5' GROUT BOTH END 12" SMOOTH WALL BIP^ TO PREVENT SOIL FROM BORE CASING / \ ENTERING THE CASING PLACE AND STRAP N PVC SANITARY SEWER 2 PRESSURE TREA TED 2 X 4'S TO THE BOTTOM OF THE PVC PIPE TO PREVENT THE PIPE FROM DEFLECTING. FILL ANNULAR SPACE WI TH BL OWN SAND. BORE DETA/L NO SCALE LEGEND © PROPOSED STORM DRAINAGE MANHOLE TYPE II • PROPOSED SANITARY MANHOLE so pd WA TER VAL VE ® WA TER METER � UTILITY POLE -b- FIRE HYDRANT -�- PROPOSED FIRE H YDRAN T OO EXISTING OR PRE VIOUSL Y DESIGNED STORM DRAINAGE MANHOLE O EXISTING OR PREVIOUSL Y DESIGNED SANITARY SEWER MANHOLE ❑ EXISTING CA TCH BASIN DECIDUOUS TREE W WA TER LINE S SEWER LINE p 0 VERHEAD POWER LINE — G 2" GAS LINE INVERT OF SANITARY SEWER MANHOLE, ELEV. 264.11 PER SANITARY SEWER EXTENSION PLANS FOR SWAN MEADOW 2, B Y TOUMA ENGINEERS, SHEET C4 OF 8, DA TED JUL Y 5, 1989. CHECK R COMPLIANCE - TO (, TY 'TANDARDS w ate � 60 LF 12" SMOOTH WALL BIP SEWER PIPE IF DESTROYED Date BORE CASING ALONG DURING CONSTRUCTION.E . " FOUNDA TION ZONE. - M LINE SHOWN IS APPROXIMA TE — Date —SEE DETAIL, SHEET 2 ti ! LOCH TION OF SIDE SEWER AND /. .. RECOMMENDED cV PROPOSED ROUTE OF NEW LINE AS —BUILT PREPARED FROM FIELD SURVEY 4R APP ROVAL VA L SS . 11H�3 I °D i . 282 IF REQUIRED. BY TOUMA ENGINEERS. F SS STA 3f997. .00 26' L T OF � s coNc. srD-SEWER � By D y-9-9z I � LINE TYP q 3 RIM = 279.70 TAKEN FROM CITY OF PLAN PEE Ex. SSMH V NE W 6 S, _1B L I NE IE= 266.2/ RENTON PLAN SHEET off5-80 AND NOT FIELD LOCATED EDGEOF ASPHALT TYP. RIM= 281.70 — 281 Ex. SSMH IE= 268.74 ; �� O RIM= 279.49 FIELD VERIFY 4 IE= 265.99 73 P .W. N N N 00 ... ..................... .... -- — — — — — P ..... * ..—.. .. .—..—.. ..... ... — ....... .. .. ..— 6 ...j --..-- — — ................... P+oo----p---P New 2�N G................. G G G / G G G LG G G 8X W. W... N. G 1429 W W S.... .... — CL 24 W... .....................�... Al +98.03 N........ S S S S _ --- SADDLE EXISTING S 89:3,3'02 E — Ex. SSMH SANI TAR Y SEWER RIM= 275.90 Ex. SS H UI�Wjo /j /429 EDGE OF ASPHALT N. E. 12 th S T IF= 264.17 RIM= 276.06 IE= 264.50 IE= 264.11 0 Z GA TE 4_XISTI1VG SIDE SEWER SHALL BE REPLACED WITH 6 PVC -' Z z � �? 1 W °z m „ LAJ W Q w N I N M m v � � v v U � Co k m m m z 0 0 U o z N F_4 : r N Z �OD C:Lo w 0 0 0 w z rn 00 z _0 C . E N F-1 (3) > (o w 0 o Co A-- N N co a 2CT w �Co z .Cz co Cr— o v y W y � N c�(jN W �WVop Qom !4-I: Qzo� s _e4 � h �z e yqlK SHEET 2 OF 6 ri�.nu �t�c urt /c ✓—v—�� ACAD FILE NO. 91197DSN ✓OB NO. 91197 s_