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HomeMy WebLinkAboutR-409733N O N E 0 00 00 i a 00 00 U O O O w j z J L� I� o ASBUILT GRADING PAVING AND DRAINAGE PLAN OF DALPAY PLAT SHORT w A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 1w=20' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 20 40 777 �;'J ---. G in 31 G` r�J� nG� I ^J Q--------I ��-G-w /, I 0 IJ v �(` ✓ \ v I r (` I r vJ v I NO PARKING I r-rr`,Jv I s`\`��1 I �cC`C1 V I �J !` ``'• J SIGN 2T M_T M J \J r r \ • --, STORM VAULT WATER METER ^^ ` I `+� TOP=416.69' „r = t, " n I Q 1 I I I �, ; ; �, EX. PRIVATE 20' ACCESS �r SDMH n J! I I r ���& UTILITY EASEMENT PER ' I I FND. REBAR RIM=417.49' I �/ELDYKE II SHORT PLAT AA C� e` ,� ��r�YI I & CAP CNW HOLDING MANHOLE 3 A N ! % n CB TYPE 1 ' � I I LS#40016 BOTTOM CENTER=397.49t I \ \REC#201 10316900007 ^� FND. REBAR 0.2'E OF N r I 3 - APIOX. LOCATION ONLY) nn RIM=424.07' r`J`' FND. REBAR ,� I I &CAP CNW LOT CORNER � 416.6 N J`'` Q IE 12" PVC N=421.47' & CAP CNW I LS#40016 \ \ IE 10" PVC W=421.64' O.L I I I LO 2'SXO.2'W TW=418.50 MATCH qX. a FND. REBAR I BW=417.00 1 0 J BOTTOM=420.85' OF LOT CORNER I &CAP CNW I I OF LOT CORNER STORM VAULT N Q i LS#40016 I CONC. WALL I i PROPOSED ROCKERY TOP=416.70' I I ±416.6\' 0 4' WOOD F NCE I ��3 MATCH EX. -7- - 5' WOOD FENCE S01'03'23"W 420.11' NO PARKING SIGN-----' ---F--Id '\ - - / o WALL ° o T ° � '\ �'� R�O�\ � o �� W-421.00 I/ /�1--�/\ 2 3 -� 2 � DRIVEWAY TO BE CONSTRUCTED AFTER HOME U N I 0 / ° i \418 NW=420.00 1 I TW=420. 0 0.3 a CONSTRUCTION IS COMPLETED. / �- / \ \ \ `� I I / BW=418. 0 0.3% 0 -� \�� 1 �I 416.00 ASSUMED HOUSE -�-� Z O \-416� \ I N I �,/ � 416.00 FOOTPRINT I I s / 0 \ DRIVEWAY TO BE I CONSTRUCTED AFTER ROCKERY o ° ° \ I I I HOME CONSTRUCTION 3.7% I 416.00 _ \ \� \`�V I I IS COMPLETED. 4 CBS o fl 1241 i�9 ' 0 \ o \ \ I I 2 416.00 7 2% 2 a tK 08 \ I I 4 J �\ MIN FF=417.0 3 POSSIBLE SOIL ° \� l Rog \\v�� \ \ �\ 414.89 414. 9 PERK TEST \, ` I I 18" PVC MIN FF=417.0 \ N =4 22.61' ° Q \ ° \ \\ \ °2 \ O \ \ L \ \ , �4 0 \ I / 414 '69 416 o -� c - c \' G `IG-- WATER DRIVEWAY TO BE \ s \ �6 \ I I / - M - M - M - - M - M - M-I�1DI�ATI�OLN� MVALVMi \ 42s CONSTRUCTED AFTER ° \ 9k \�J�S�`0�2 \ o \ \ \ p�\ ���' ' ` I LOT LINE (TYP.) r �o DRAINS I EX. BL W HOME CONSTRUCTION � ` OFF IS COMPLETED. \\ \ \ ° POS E SOIL c - c - c - c - c - G 1 � � -_ \ \\ \� °' \ � \\ \ PE TEST 27.26 4 7.58 \ R �� \ o y92 \ \�h 1\C\ \ / i i c \ \ r0 2' S 10 ------------ 27.64 427.95 \ \ \\ \ \\ \ \ / 4 NA V G �o 1 427.44 \\ \\ \ P OT�CTI N---�408----- 428.02i WATER Z�� �a28� i \ \\ \ \\ I \ 0 f \ � ..�::% \ METER w olo METER 2 �i \ 428.22 \�� �90 °\ \ \\ / I CB �� `�---406----� r \ 0 ST A \\ \ \ \ ° 4j4\ \� Y �� oPOS I o o -o`ni _.t ICA� \\ \ \ \ �472 '. i PERK TEST �/ /� ` � o w ono � o\�� � � �- Q too I �e \ o \ \ �\ \ \ \ \ \A,O \ �\ C130\11 ��� Y 428.00 I \ \ \ / / / \ e / wC'f wILE w o z 5' w i 428.00 \ o \ / ( \ \\ \ l o ¢08\�0 I O r �r I a\ 0 \� \ \4ps\ \ ThA N w I� Q w o „t r�� J\ N i 1 \ I ( I I 0 \ l ° \ \ \ \ \ �4 p4\ \ i \ \47?�� / AI NAG FACILI w Q �� ` w . o r I - I \ I \ \ \ \ \ \402 \ o SEE EET O IO w w X I MIN FF 429.0 / / 0 v=i N O I I I I \ \ \ \ \ \\ \ \� a I a \\` � I 1 �j n z f I I I I \ \ \ \ \ \ \ �9A 0 O O ° \ \ 0 W O O 08 WO I I O I I c ° ss - ss - ss - \ N FENCE 1.7'E I % I % '0 I N I �\ \\ \ \ ° 40 0 0 ° / \ \ \ V� a ISS - ss ss - ss - ss - ss - SS ROPERTY E I I I I I "' M M M �A �4o o e 398 I I 01' 34 E�419.87, 394-- I I o I I Tx ° \ I ,� :,r r R-409733 KEYNOTES: 10 SAWCUT EX. ASPHALT AS SHOWN. PROVIDE SMOOTH TRANSITION WITH NEW ASPHALT. O2 PROPOSED PAVED DRIVEWAY. O3 PROPOSED PAVED PRIVATE ACCESS TRACT SEE SECTION DETAIL ON SHEET C8 ® PROPOSE CATCH BASIN TYPE 1 PER DTL 200.00 ON C9 O5 PROPOSE CATCH BASIN TYPE 2 PER DTL 201.00 ON C9 © PROPOSE OVERFLOW STRUCTURE PER DETAIL ON C11 O7 CONNECT LOTS TO STORM SYSTEM WITH PERFORATED STUB -OUT CONNECTION PER STD PLAN 263.40 ON C11 B BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 11/19/211 DD CHECKED: DID BY DATE AP P R APPROVED: DD SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE: CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON V'R Planning/Building/Public Works Dept. ON E. Dj O of W A Sy S cn z NA L ENG 11-19-21 � V � � 3 ��•� r W � C N � M V: i Q 000 N mc: Ln i m O Ln 4 -r cq N m U °0Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT GRADING, PAVING AND DRAINAGE PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J d- 0- 00 00 � r O Q = Z DATE: 9/2021 C/) m FIELDS/K PAGE: DRAWING NO: W J Q U SHEET: �� OF: 11^ a =