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HomeMy WebLinkAboutzW-4166setU) 75 rr H I- O J Lu i i i i X 0 7- U mi a- 00 n N N CD N 00 N liQ.l � Z Lq Q) E: I. AS -BUILT COMPOSITE UTILITY PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON --P OM ED STREET LIGHT ER ILLUMINATION PLANS PREPARED B TENW TEL JBOX ""' --,.y_ E rO� - PROPOSED STREET LIGHT . 90...`` �y Tp pHAN'V/igR/ C PER ILLUMINATION PLANS TENW FpREtIZATION P All - PREPARED BY TENW P �i NlN AR pO PROPOSED WATER �7. EX 12" I W LITER g�,'� `� 2&Bm vul?K W l T WA POINT OF CONNECTION 1 9? ;: ` 9` _.. �,;`` . _ r 1V9) TO EXISTING 12" DI i �94 3 WIDE BERM PR VYAT �•••• ••• PROPOSED TYPE 2-48 POINT OF C IO�R`�v'`.... 12" D �.. TO EXISTING-12" �-_ _ ••.. M,r CATCH _BASIN (TYP) 25'X10' X 8 PVC S-S PROP,0D - .......... 24" SD N 0 25' 50' 100' SCALE: 1 "=50' PROPOSED SINE l \ �9�� \ [: ; � r� \ ` - _ � `� ' �; .. t » EX 24 SD \ \ 92. _ 9--_-C EX 12" �� - --_-- - __ - - I PROPOSED WATER �' `"':.' .:T ��' UW LIGHTING seta LO LEVEL EL � LIGHTING inl - I POINT OF CONNECTION �� � �� ��\ � SEE ENW T\�g64 A ..,. � ,�� ..:. _ �. s.... NW--��- EE TENW C�#2 ®............................. 0 EXISTING 12" DI 2 `� �� �. LA11S �-� yb� � `�--- 5���_ Pro_,_ ""...,,�� - _- CANS nt ACCESS &UTILITIES EASEMENT ..i \ .....�' ..... C ......Ic �.. ' NEW FN'� `\ -__--� \ J ccc�t -\ REC #20000201000940 =' m r •. ,� 1 .� _--� ti 2 " _ � _ 9 i - i i t 1i" ... ............. �. .... . CM POINT OF SEWER ', ; \\: X . �%5'' 1 cO 3 Icm C 'CONCRETE PATH �� _, -94 \ nit C � CONNECTION � ,. � � �O I �(TYP) % CB#27 PiOF POINT OF STORM � � � ,.I/� CONNECTION SPECIAL NOTES: 1. ALL SLOPE CALLOUTS SHOWN IN THIS PLAN SET ARE IN PERCENT (%) 2. ALL CATCH BASIN LIDS IN VERTICAL CURBS SHALL BE STANDARD VANED GRATES UNLESS SPECIFIED OTHERWISE IN CATCH BASIN DATA. 3. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE) 4. ALL SPOT ELEVATIONS LOCATED AT CURB RETURNS ARE FLOW LINE ELEVATIONS. 5. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED POLYETHYLENE PIPE SMOOTH INTERIOR AS APPROVED BY THE CITY OF RENTON. 6. ALL EARTHWORK AND GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING RECOMMENDATIONS PREPARED BY TERRA ASSOCIATES, INC DATED 2/25/15, AND ANY SUBSEQUENT REPORTS AND FIELD DIRECTION FROM TERRA ASSOCIATES, INC. THE SPECIFIC GEOTECHNICAL INSPECTION WORK RECOMMENDED IN THESE REPORTS MUST BE DONE AND DESCRIBED IN SUBSEQUENT REPORTS TO THE SITE INSPECTOR. CONTRACTOR SHALL OBTAIN APPLICABLE REPORTS AND KEEP ON SITE WITH THE APPROVED PLANS. 7. ALL CLEANOUTS LOCATED IN DRIVEWAYS SHALL HAVE TRAFFIC RATED LID. 8. ALL CASTINGS ON THE STORM DRAINAGE SYSTEM SHALL BE LOCKING AND CAST OR DUCTILE IRON. LEGENDS PROPOSED: EXISTING: ASPHALT CATCH BASIN (CB) ❑ STORM MANHOLE (SDMH) CONCRETE SIDEWALK SANITARY SEWER MANHOLE (SSMH) WATER VALVE (WV) �0 �l STORM FIRE HYDRANT (FH) 101, WATER METER EEI SEWER WATER LINE ------------- SANITARY SEWER LINE WATER OVERHEAD POWER P(OH)- UNDERGROUND POWER P(UG) - UNDERGROUND TELEPHONE T EDGE OF ASPHALT SURVEY DATUM PROPOSED STREET 4 , .y t CB�k2H LIGHT PER ILLUMINATION f NEX PLANS PREPARED C I 6 I 6" SD 0 �94�`� ' \ Pro ` REMAIN FOR PARCEL I NEW F.H. TYP �� RE-ROUTE EX SERVICE TENW :° �• cv � , 9 �;:� ( ) � 4�,. � � o ` Pra,� _ �--, 222305-9118. R-14 44 (TYP) V II C98 I , \ Prwq Pro AS NEEDED ;,Y ,i EW F.H. 1 18 s M M, ro b IE=94.40 �� 1S R 5---------- rw,� . �a� � I NEW SSMH (TYP) I � ... � � � M P RC - IE=94.60 43 � � p P1 � b / I TI ��3- ` \M\ M EX 12" l 42 r ,:... 10 I , ,. 17 I 3' WID BERM ££ 8 W �zY 41 so I �� I Pic SS e- ss - ��� 40 6" ROOF AND �FO�TING ;1 ` " N '�' I I » \ DRAIN STUB AT 19 PROP SED LOT 39 C r I V` , 16 a 20 II PROPOSED 18 SD . o ;.,:'• DRAINS (TYP) � MIN. FOR LOTS 441�45 2 '"�'='." --- \ \ ' ONLY. S 38. \ PROPOSED STREET CONCRETE WALKIN N - PATH TYP n n''A'' TRACT B \ .. � •C,r..<�, .:4'-^v^.-�,. ... _. •1-/ I II Q; OF � IvIvCLR � IL.G ' \ LIGHT L A 15 / � IE=94.0 6 0 � � I F- LIJ U nI Iv VV5V20IVVVJ..' ( ) \ .:.. � . � cad c) :) c� W/6 X 8 RIP RAP - _ _ CO 75 LF 6 37 I " I C9 21 t t � _J c� NEW WATER SERVICE A �IOT LINING OUTFALL RIM=96.0 \ I SD III �� o PVC PERF. 8 La LIJ 2�2305 TAXL9 10 IE=94.4 (6) 0 0.50% �� I 13 1 0 --.---.-� Y� IRRIGATION I STREET 14 CB#D2 ' , ...........\ CO 6' 36 ....... c PROPOSED 10 ' \ 7 WIDE TRAIL BEHIND' rn METER LIGHT (TYP) I 1 �� �� �. ....... :.::��: LOTS 34-45 �.. 9 I 22zt �- _ PUBLIC DRAINAGE SE 35 �•' 1 - ss co I J'. I W SM H TYP .41 d, RIM=96.0 ;a CB�k15 I 23 II 34. na <. N�1N ANITAR SEWER �p 140 LF 6 PVC TRACT H � '•>;..• loll '.r : ;..: PERF. @ 0.50% CROSSES UNDER NEW 18 (•:::' �' STORM LINE: K\ ». ... - _ _ TOP OF SEWER= 87.4 . '. MAIL BOX CLUSTER PROP SED WATE w BOTTOM OF ST 90.3 INTERCEPTOR TRENCH IN METER TO EACH LOT (TYP cn B;� WATER SERVICE LINE I s. C 11 \ ©. CO a. � FOR LOTS 24 & 25 THE REAR OF LOTS E EA Z 34 40. SEE DETAIL ON '\ RIM=96.0 O 33 31 ..30 I 32 .29 28 \ V O SHEET 21 .� 1 25 24 00 8. 70 LF 6 PVC 00 Ir 0 Z R II N R 14:. :'\ WALL FOOTING DRAIN ®1.0% °).•. . Z Wjjj 1: CONNECTION 00 ��. _98___ WALL FOOTING DRAIN I \ CO I Inn n'A"Irn T) n /�T I flvn vrn vGv I Flnv I V / . I --I nC pin,,4'R pI n nr RC: / /-8 - .I vI IVIVL_L.h �_nvG . .•,1 ,I' `'I � .�\ � / / ` � � I I nI Iv 2005020110005,316 WALL FOOTING DRAIN . . �` �, r EW WATER SERVICE IPLINE OF EXISTING � , � I \ ,i �- �I � � TO TAX LOT L �� OF SITE TREE _- I i�.' I%' t- `��� 222305-9110 KING COUNTY R-6 ' LIMITS OF DISTURBANCE OF NEW 6" SIDE SEWER EXISTING OFF -SITE TREE APPROXIMATE LOCATION OF EXISTING SEPTIC DRAINFIELD FOR STUB TO SERVE TAX TAX LOT 222305-9118 LOT 222305-9110 REFER TO ARBORIST REPORT APPROXIMATE LOCATION OF FOR EXISTING OFF -SITE TREES APPROXIMATE LOCATION EXISTING SEPTIC TANK FOR TAX OF EXISTING WATER LOT 222305-9118 SERVICE FOR TAX LOT 222305-9118 R-416611 S-416601 WA.I 660I HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 1 I RECORD DRAWINGS AS -BUILT 2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT suRvEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: JT B SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL- NAD isavi991 + CITY OF RENTON DATUM Planning/Building/Public Works Dept. �3. TALK �F WASiy� N U vJ N >z O O Q ' T 0 O J Lu z O U T U) z Q O O all", r1423 0-- STF:1 06/21 /22 O Vf _ .� O (0 if C Lu c N N M < 00 N m �aIN CN L\ L0 C O L0 4-7 f V N /c�v W U r a) Y �,t O WN 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS co AS -BUILT COMPOSITE UTILITY PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T N �O az LLm �O Ow J U DATE 6/21/22 W m FIELDBOOK: PAGE: 11 ". 46