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HomeMy WebLinkAboutzW-3814SetW D O U W J LL 0 0 0 w Q z W l a. U w -3 0 0 Cif U I f I I x Z 0 Z Y J Q m 0 U (n Q Ln 0 CV 00 CN E l CID 0 0 I 00 CIO W i rn 00 0 0 0 W Z W _J E Li i _ ... SSMH #1 ' . ' . " . PROPOSED MAIL BOX • .. ....... :SEE DETAIL SHEET __ A w° SS SS . ;, 1 - - -- ------- - - COMPOSITE UTILITY PLAN FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON r SSMH112 ... /i 1 ,.� _ _ .. - _ T fi w- _ C 3 _ m... eA. .__. - • - . - _ _ - _.�.._ n.... �. __.:. a� __ CB 31 :\ _ i ORM ` . a f w ,a . . 4= - - - _ - - - n • / � CB 1 2-/ _ -, z CB #29 CB 13 I 14 C - ' CB #28 •� I ' I 97 {- ILLUMINATION DESIGN FORD REFERENCE, SEE PLANS PREPARED BY TRANSPO GROUP �f 3 _4_�_ TRACT E I / NATIVE OPEN SPACE I / �E JqQ ce�2� o- I ► z cB #10 46--. fv ## 9 TFACT F 1 1 LOT* LOT SIZE LOTS LOT 812E IrPERViOUS 1 7,363 SF 4,786 SF 25 5,000 SF 3,250 SF 2 6,134 SF 3,987 SF 26 5,000 SF 3,250 SF 3 6,134 SF 3,987 SF 27 5,946 SF 3,865 SF 4 6,133 SF 3,987 SF 28 5,915 SF 3,866 SF 5 6,133 SF 3,987 SF 29 5,000 SF 3,250 SF fi 6,133 SF 3,987 SF 30 5,000 SF 3,250 SF 7 6,133 SF 3,987 SF 31 5,000 SF 3,250 SF 8 6,132 SF 3,986 SF 32 5,000 SF 39 C� 98 SHAREfl DRIVEWAY I ��� � � ► I # AND UTILITIES : I I . ( _• *INDIVIDUAL LOT BMP NOTE: I I � THIS PROJECT IS USING THE REDUCED IMPERVIOUS . ; I I :' ► _ _ ___ .. I I I :I SURFACE CREDIT TO MEET THE INDMDUAL LOT '. '�•:'•0 � I ''•: -- ___ - - - i .. -. BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP} WHICH REQUIRED REDUCING THE • f f � I I ; / -1 - � ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. PI: : TRACT A I • _>rX.,: Ea • DoT MP &"it, *C$0 ,65 MQ'D w 44 THIS PROJECT IS ZONED R -4 AND IS USING THE i.�h�. A I I CLUSTERING PROVISIONS WITHIN THE CODE. PER I: � C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE i CB #26 ARE TO USE THE R -8 BULK REQUIREMENTS. I I 10 ' PRIVATE STORM EASEMENT . � � :• -- :. R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE ;••.. I _ 43 � : � -. �=• \ : PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED { FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. ' € I •. 31 , 80 WATER �\ I THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. 8 SEWER I E \ 10'...PRIVATE -. -.• 10' PRIVATE V - •.� - .�••..:�-..: -. . STORM - - EASEMENT STORM EASEMENT i I I .. : ` - '•.� ... -� -. -.- \TOP .. OF EX SLOPE I ......... • . - ` CB 17 TRACT C `�'••. \ �... \ -� . 40 SHARED DRIVEWAY . .. y CB #6 ..... \ AND UTILITIES �'•• - -�. -- \ . - I SSMH #11 . 30 STORM. OUTFALL 37 20 5 3- \ o y\ IN C14 CB#23 soE 19 CBS #20 8,0 10' PRIVATE 7 STORM EASEMENT r FWATE STORM EA NOTE ' 5 mZ m THERE SHALL BE A PRIVATE STORM EASEMENT D r ACROSS THE FRONT OF THE LOTS AS FOLLOWS: 1. LOTS 2 do 3 FOR LOTS 1 do 2 2. LOTS 5 do 6 FOR LOTS 4 & 5 �•I` �` 3. LOTS 8, 9 & 10 FOR LOTS 7, 8 do 9 r, � 250 SF 9 6,132 SF 3,986 SF 33 5,000 SF 3,250 SF 10 6,902 SF 4,486 SF 34 5,000 SF 3,250 SF 11 7,340 SF 4,771 SF 35 6,000 SF 3,900 SF 12 6,000 SF 3,900 SF 36 6,039 SF 3,925 SF 13 6,550 SF 4,258 SF 37 5,264 SF 3,422 SF 14 5,018 SF 3,262 SF 38 7,437 SF 4,834 SF 15 5,000 SF 3,250 SF 39 19,429 SF 12,629 SF 16 6,000 SF 3,900 SF 40 5,000 SF 3,250 SF 17 5,171 SF 3,361 SF 41 5,000 SF 3,250 SF 18 8,604 SF 5,593 SF 42 5,000 SF 3,250 SF 19 5,990 SF 3,894 SF 43 5,000 SF 3,250 SF 20 6,000 SF 3,900 SF 44 5,025 SF 3,266 SF 21 5,000 SF 3,250 SF 45 5,946 SF 3,865 SF 22 5,000 SF 3,250 SF 46 5,755 SF 3,741 SF 23 5,000 SF 3,250 SF 47 6,048 SF 3,931 SF 24 5,000 SF 3,250 SF 16. TRACT C FOR 37, 38, 39. 40, 41 do 42...--" • • • 1 C� 98 SHAREfl DRIVEWAY I ��� � � ► I # AND UTILITIES : I I . ( _• *INDIVIDUAL LOT BMP NOTE: I I � THIS PROJECT IS USING THE REDUCED IMPERVIOUS . ; I I :' ► _ _ ___ .. I I I :I SURFACE CREDIT TO MEET THE INDMDUAL LOT '. '�•:'•0 � I ''•: -- ___ - - - i .. -. BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP} WHICH REQUIRED REDUCING THE • f f � I I ; / -1 - � ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. PI: : TRACT A I • _>rX.,: Ea • DoT MP &"it, *C$0 ,65 MQ'D w 44 THIS PROJECT IS ZONED R -4 AND IS USING THE i.�h�. A I I CLUSTERING PROVISIONS WITHIN THE CODE. PER I: � C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE i CB #26 ARE TO USE THE R -8 BULK REQUIREMENTS. I I 10 ' PRIVATE STORM EASEMENT . � � :• -- :. R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE ;••.. I _ 43 � : � -. �=• \ : PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED { FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. ' € I •. 31 , 80 WATER �\ I THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. 8 SEWER I E \ 10'...PRIVATE -. -.• 10' PRIVATE V - •.� - .�••..:�-..: -. . STORM - - EASEMENT STORM EASEMENT i I I .. : ` - '•.� ... -� -. -.- \TOP .. OF EX SLOPE I ......... • . - ` CB 17 TRACT C `�'••. \ �... \ -� . 40 SHARED DRIVEWAY . .. y CB #6 ..... \ AND UTILITIES �'•• - -�. -- \ . - I SSMH #11 . 30 STORM. OUTFALL 37 20 5 3- \ o y\ IN C14 CB#23 soE 19 CBS #20 8,0 TRACT D - SHARED DRIVEWAY AND UTILITIES 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. CONNECT WALL DRAIN TO Q ROOF AND FOOTING DRAIN. SSMH #3� 10". .. •'1.8w . STORM cB #22- �88 ` WATER LSSMH#4 8" SEWEI C8121 12 13 14 1 5 388.10 387.50 382.30.. - .. 387.60 SSMH 8 r r � -r --r' -r \ �- -� \ \ \ ' -- - .- " -.. _ ".:•• -• . - - - - ►III I ". ` \\ \ \...� \ \ - \ ." - " .. -� \�'�•: -:'�. '. -. • .. 4" O�__.___w___ - -- - CB #15 15 WEE r i� ( � I ► I I' . I � � % -./ �r. !,/ - • x 31S.2f CB 18 SSMH7 " ��, � I ` I l: � i I '` �i '��� �i /i /i �" -- :. � " . : =Jr• � � : � j• 388:40 388.50 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY � DATE �•L�I- ZO /S CONIC MONUMENT W /BRASS NAIL APPROVED BY DATE S SET 0.65 BELOW GRADE CITY OF RENTON CONTROL pppppyED BY DATE POINT N0. 478 EL= 391,016 (JUNE 2012) gppRpyED BY DATE 8PE{UL NOTE SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET INTO EACH LOT IF SANITARY SEWER MNNSARE AVAILABLE, OR PROVIDED WITH THE SUBDMSION DEVELOPMENT 16 17 18. 1 1/ ril MAILBOX LOCA 16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 21 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE- VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. JEFFERY HANSEN APPROVED BY: 4301 NE 4TH ST RENTON, WA 98059 SURVEYED: SCALE: COMPOSITE UTILITY PLAN BCE VERTICAL: NAVD 1988 CITY 0 � �R�Z.� 1 "=50' HORIZONTAL: NAD 1983/1991 �� DESIGNED: VERT.: N/A 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � RENTON C RW 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAW": - Ill OUADRAM HOMES DIVE INCH DATUM 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: � AT FULL SCALE � Planning/Building/Public Works De t. IF NOT ONE INCH P 14725 SE 36TH ST. SUITE 200 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98006 LJ F- Z > � zcr O z� w cn LLJ XQ � 2 Z L,., W N � g Z Q O N 00 U 0 �rn�or�- 0 crz N I I Ww z � u7 Ln 0 Z N Z N N -j 10/08/2014 10' PRIVATE 7 STORM EASEMENT r FWATE STORM EA NOTE ' 5 mZ m THERE SHALL BE A PRIVATE STORM EASEMENT D r ACROSS THE FRONT OF THE LOTS AS FOLLOWS: 1. LOTS 2 do 3 FOR LOTS 1 do 2 2. LOTS 5 do 6 FOR LOTS 4 & 5 �•I` �` 3. LOTS 8, 9 & 10 FOR LOTS 7, 8 do 9 r, � F 4. LOT 13 FOR LOT 14 > > f 5. LOTS 16 & 17 FOR LOTS 15 do 16 � 1� 1 CB 25 # = '. 6. LOT 17 FOR LOT 18 '�'� 7. LOTS 19 do 20 FOR LOTS 20 & 21 •''•'a E 8. LOTS 22 do 23 FOR LOTS 23 & 24 v, a 9. LOTS 25 do 26 FOR LOTS 26 do 27• • • I 10. LOT 29 FOR LOT 28 / I" 11. LOTS 29 & 30 FOR LOTS 30 & 31 I i SSMH #2 ' I 12. LOTS 33 do 34 FOR LOTS 32 do 33 ....�i /�/ 13. LOT 36 FOR LOT 35 /, 14. LOTS 40 do 41 FOR LOTS 41 & 42 /'1� .. e. . . 15. LOT 44 FOR LOT 43 1 • •... , , �.I .. • • _ \ ►t 8 THERE SHALL BE A PRIVATE STORM EASEMENT . ' = OVER THE ENTIRE TRACT AS FOLLOWS: o 16. TRACT C FOR 37, 38, 39. 40, 41 do 42...--" • • • 1 : 17. TRACT D FOR 7, 8, 9, 10, 11 & 12 I 18. TRACT F FOR 43, 44, 45, 46 do 47 9 C 9 I I TRACT D - SHARED DRIVEWAY AND UTILITIES 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. CONNECT WALL DRAIN TO Q ROOF AND FOOTING DRAIN. SSMH #3� 10". .. •'1.8w . STORM cB #22- �88 ` WATER LSSMH#4 8" SEWEI C8121 12 13 14 1 5 388.10 387.50 382.30.. - .. 387.60 SSMH 8 r r � -r --r' -r \ �- -� \ \ \ ' -- - .- " -.. _ ".:•• -• . - - - - ►III I ". ` \\ \ \...� \ \ - \ ." - " .. -� \�'�•: -:'�. '. -. • .. 4" O�__.___w___ - -- - CB #15 15 WEE r i� ( � I ► I I' . I � � % -./ �r. !,/ - • x 31S.2f CB 18 SSMH7 " ��, � I ` I l: � i I '` �i '��� �i /i /i �" -- :. � " . : =Jr• � � : � j• 388:40 388.50 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY � DATE �•L�I- ZO /S CONIC MONUMENT W /BRASS NAIL APPROVED BY DATE S SET 0.65 BELOW GRADE CITY OF RENTON CONTROL pppppyED BY DATE POINT N0. 478 EL= 391,016 (JUNE 2012) gppRpyED BY DATE 8PE{UL NOTE SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET INTO EACH LOT IF SANITARY SEWER MNNSARE AVAILABLE, OR PROVIDED WITH THE SUBDMSION DEVELOPMENT 16 17 18. 1 1/ ril MAILBOX LOCA 16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 21 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE- VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. JEFFERY HANSEN APPROVED BY: 4301 NE 4TH ST RENTON, WA 98059 SURVEYED: SCALE: COMPOSITE UTILITY PLAN BCE VERTICAL: NAVD 1988 CITY 0 � �R�Z.� 1 "=50' HORIZONTAL: NAD 1983/1991 �� DESIGNED: VERT.: N/A 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � RENTON C RW 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAW": - Ill OUADRAM HOMES DIVE INCH DATUM 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: � AT FULL SCALE � Planning/Building/Public Works De t. IF NOT ONE INCH P 14725 SE 36TH ST. SUITE 200 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98006 LJ F- Z > � zcr O z� w cn LLJ XQ � 2 Z L,., W N � g Z Q O N 00 U 0 �rn�or�- 0 crz N I I Ww z � u7 Ln 0 Z N Z N N -j 10/08/2014 7 r mZ m D r 10/08/2014 rl cn • �o c �m �7 r m I i D O D Z Z C m cn r v � T 8 O •~ � l 1 1 � T n - �oo�nn� 6 +1 2,r 1% �qr 7 r mZ m D r • �o c �m �7 r m I i D O D Z Z C m cn r v � T 8 O •~ � l 1 1 � T n - �oo�nn� 6 +1 2,r 1% �qr � T 8 O •~ � l 1 1 � T n - �oo�nn� 6 +1 2,r 1% �qr �oo�nn� 6 +1 2,r 1% �qr