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HomeMy WebLinkAboutR-404818N 04 O N r N ai E 0 0 0 3 E I 00 0� C c aD Q0 rn 00 / CD CD CD 00 / U 0 li O 0 Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL OF FT 0 10' 20' 40'FORE T TERRA CPLAT --- - I A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 24 EX 36" MERCER --- SCALE: 1 "=20'y L� 15' ACCESS ISLAND WATER BEARING PAD 6" PVC ROOF & DETENTION FACILITY SEE SHT ROAD (TYP) CITY OF RENTON KING COUNTY WASHINGTON FOR CONTINUATION MAIN (TYP) SITE PLAN KEY MAP ELEVATION (TYP� - . _ _ _ _ � ■ ■ � � ■ � ■ ■ � FOOTING DRAIN CAD �\ :, w.:;.; ;..�...........27.. MOR ETAILS.INTS "----777 i ..... --- - r _ 1.0% MIN. _ -� ---- /• '" �;� EX 8" WATER >... 93 LF 12 Zell \_ \ ......... .�, - ,�73--- C900 PVC---------� -'- - � • 4 � (TYP) TRACT A - - --------$Q____ :�' CO 379.82 (PUBLIC) -- °RIM-3�r.»..�-- .. - - - ° � 62 LF 24 "' ' . ' -'°.° °�� THE CONTRACTOR SHALL CONTACT SPU _ _ 375.40 37227 LCPE (PUBLIC) .CREW CHIEF RIC ARD COX AT 6 LF 6 PVC :...:• • v (206)953-0184 (Richard.Cox@Seattle.gov) 98 LF 12 ..... ,� ..0 1.00% , -,:.... :.. 900 PVC �.. y...1. '� I A Y YD j > .:` - (PUBLIC) II I EX 8" SEWERPOMHOLING AND ANY REXCAVATIONOINNCB�22A 318LF 12"RIM=375.25 I �•; :� :•�•� <-� •'.�- - 0� � I I (TYP) PROXIMITY OF SPU WATER MAINS. - ;, ..:••:•.•�.::�'� ........... C900 PVC -73.89 IE= 6 37221 N . '.�. .. AR ... " i (PUBLIC) (TYP B ALL WORK IN PROXIMITY OF AND ALL 1E=372.22 (s W) :: ° NE 27T � I • ... ; .w ; . ) ,.. I _ _ H PL CROSSINGS OF SPU WATER MAINS MUST CLEANOUTS SHALL 70 LF 6" PVC 1 375.89 o •............. c 1 .... o - BE G `L o} 1. - SUBMITTED TO THE SPU ENGINEERING 2' HAVE A MAX. 100 1 .• 4 0 .r I S I I ® 2.86% """' ,�� �6 SPACING. �'� ° j �`" "' � DEPARTMENT FOR APPROVAL CONTACT: } ' �...!.... I I ° a � C4 I I �-- a 04 SPACING. 20A I w I I ° a ...•::` EX 12 STORM •,�. a a... -� ' -. - - - - ` - / / I I ANG, P.E., SENIOR CIVIL ENGINEER 2 PAJ HW Q .... -a ° a .. CB2 �� (' / I,. I I (TYP) SEATTLE PUBLIC UTILITIES W. 3¢ LI.I - 5 a -•-. -.36a1 IW7!C - � - .. LF 6 PVC .. • • PO BOX o - � . • .....,� ... C �� � �I�I • � • � © SEATTLE, WA 0 8124 4018 a. a ...a. I 8 UT = R Q :• � � -°' �.j �--°- = - - _ TEL:(206)386-4198 W I DRIVEWAY SEE C.O.R. I STD �� 24 8� S c ......... �' �' ° COM ( ) I I / Paj.Hwang@Seattle.gov W ' 104.2 ON SHT 39. (TYP L PE (PUBLIC) �... a •' r 1 •.. I -. " �. �I - �� i. _ I I i ^�. 59....... I ar - 4 :. - _ •'' - - - - - � 42 LF 12 � � W / _ ___----- -- - r _, ■ ............ . • 38- LF 8" PVC--- � -.\ •' • . 386 � : � ... (n g I J uc INTERSECTION � -r- � 3� a�1.53.`B PVC . ' 38rR. NE 27TH PL STA: 10+00.00 Q .....• CPE (PUBLIC) - - - - ---- 172 LF 24" LCPE (PUBLIC)-.... .•.54 LF C Zg LF1� g5% 3� 39z�-------- �- I UNION AVE NE STA: 35+45.82 ° I J c .a, 36 �i ® 92 - $5 00 IICI .. ■. YD i ° YD CB1k4 •.Q 376:29.:.::114:.. .., • J a , nY C0 EX OVERHEAD ■-� : ■ ■ ■ �' ■ • a .. . 38- LF 8" PVC ; D 33� �... UTILITY CROSSINGS' U RIM=374.11...........-' a yr� RIM=30. RIM=385.45 " POWER (TYP) ' EX FIRE HYDRANT ■ ■ -b �- - / °IE= e-9� (6")-370.84 S. ° _ _ - RIM=374.21 . e �4. ® 372 31 IE=384.20 (6) EX SHED SEE SHEET 23 IE 12 SD=378.57 -...........:....:..:...:.< ° IE=372.44 (6.) - ,.... 1.57� :IE= � (8 )372.38 (S) - (TYP) Q " " E-370.83 (6 W �° G �� 1E-3.73;64 (' j1/E)CO TO BE REMOVED T/P 8 SS=361.90 - _ r" ; - ` CB#3A, TYPE 1 (PU LIC) ... ' _ 70 LF 6 PVC I '► RIM=378.23 FOR CONTINUATION20 = 30 LF 6 PVC �.-.-.. , _-.-.-...... W/BIRDCAGE lE 372 38 (8 : W) - „ ® 2.86% 3�p ' 374.51 1 ®1.00% ... �, : IE-376.98 (6) PROPOSED MAILBOX = IE 12" SD 378 15 .....-- ..........-N-191010.32 2 T/P 8" W 377.00 •...... 6 LF 6" PVC _� `. LOCATION SEE SHT w ®•.1.00% YD ... _ 37 35 FOR DETAIL IE 8" W=374.95 E: 131 fi285.41 RIM..- 3753g' 5.9I CB#3A PERKINS RUNOFF 6 PVC ROOF & 3Z2 " CO 378.28.. RIM-375.84 .. CO 379.93 IE = 3�is� (6" S)�372.80 COLLECTION POINT SEE T/P 24" SD=370.19 ........... ..... FOOTING DRAIN o .. RIM= � 23 IE=3 4 (6")372. 9 (S) RIM- 8'8•............44 1.0% MIN. 372.00374.00. 1E-372.59 (W) IE=3'2•�0 (6").....3• IE' _ ?�r Z 6g (8r N)•�72. f DETAIL ON SHT 35. (TYP) IE 24" SD=364.26 z-36� (6").. X 372.23 395 ®T/P 8" SS=361.64 . 4.. W5 0 375 370 tt7�.7G./ n ENTERLINE - -'-" " - . - ' 50 3 IE = 35:7. N 00 ORN to a0 p^j - 1n 07 LO CD 04 4 co cc ui Q0 CO CO CIO CID 14+00 13+00 Q0 Il) u vr+w/ v w u 1 rM "' W) 357151 II II LL. ILL. O 1p c� N LO N N 0 to , Gcq M 12+00 NE 27TH PL RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED 1 IRECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 Me REVISION m ILI WE Nli SUPER ELEVALMON DIAGRkM J-) 00 N M 0j TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 2" U Pq 00 00 II � II WILL- ILL - OR r--� 00 PI) 0) PI) N rn 00 ro to 00 M I") N 00 r7 10+00 r- N 00 II) scALE: PLAN: 1 "=20' VERTICAL; NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 CITY OF V 1»=5 PRI RENTON ONE INCH DATU M Nksgv AT FULL INCH IF NOT ONE (Planning/Building/Public Works Dept. SCALE ACCORDINGLY �' l W5 0 375 370 355 QIE 8" W=372.09 T/P 24" SD=359.22 ©IE 8" SS=362.58 T/P 24" SD=359.54 NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS O TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS co (TYP). C0 CD I KEYNOTE SPOT ELEVATION AT U O BACK OF WALK, CENTER OF DRIVEWAY. ❑1 CONNECT WALL DRAIN TO STORM LINE. . = III ► Lei I ®CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. Itzi- CV r- O O 00 Q w CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN CD EDITED TO REFLECT ASBUILT CONDITIONS. THE 0 INFORMATION PROVIDED ON THESE RECORD O DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 3,TALf7� �,�`` o Z DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. z y 4 423 p �� S T O, NA L 2/ 7/21 V E C v O .� O 0 pm C Z C Lu c N N M < 00 N 73d1N �a� t 0 L0 C O L0 a-7 N Ln /c�v W U r a) Y �,t R-404818� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W 9+50 ¢ 00 T O ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 SHEET: 1�' oF:89 CDv, 8 II m �Kll