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TRUNCATED DOMES
PER STD. DWG #FO10.2
TO BE SET ON CONCRETE.
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WEST ADA CO PLIANT CONCRETE RAMP
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
r 7' SEPERATION BETWEEN
STO M AN D W ' TER MAIN
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT : 5 z - - _ - - STA. 19+07.04, 15.17 LT.
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CITY OF R NTON STREET OVERLAY AND TRENCH RESTORATION DETAIL "` m :n "
TRUNCATED DOMES
PER STD. DWG F010.2
TO BE SET ON CONCRETE.
EAST ADA COMPLIANT CONCRETE RAMP
MONROE AVE.
NORTH
TS. CITY OF RENTON STANDARD
INT'X MONUMENT
IE=397.00, 8
REQUIREMENTS AR
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FOUND TACK & LEAD
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IN MONUMENT CASE
^'INSTALL
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PRIVATE STREET SIGN
TRUNCATED DOMES WILL LIE
NEXT TO DRIVEWAY APRON.
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2 HALF STREET GRIND
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CB#4. TYPE II -48" PUBLIC
W/THRU CURB INLET K ,
AND OVERLAY TYP.
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STA. 18+06.0, 6.01T.
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
-GRATE�400.08 4ti
W/SOLID LOCKING LID
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RIM=394.30
IE=391.25, 12"
IE=394.309 12"
CBJ3, TYPE ii -48" PUBLIC
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STO M AN D W ' TER MAIN
wmCBJ2 CURB INLET PUBLIC)
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT : 5 z - - _ - - STA. 19+07.04, 15.17 LT.
�' r GRATE=399.00
CITY OF R NTON STREET OVERLAY AND TRENCH RESTORATION DETAIL "` m :n "
TRUNCATED DOMES
PER STD. DWG F010.2
TO BE SET ON CONCRETE.
EAST ADA COMPLIANT CONCRETE RAMP
AT SAWCUT LINES BETWEEN NEW
AND EXISTING JOI
TS. CITY OF RENTON STANDARD
LATERAL AND PAR
IE=397.00, 8
REQUIREMENTS AR
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25LF. 12" N -12®S=1.12% PUBLIC
ADA COMPIANT RAMP WITH
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NEXT TO DRIVEWAY APRON.
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PER DETAIL
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(WILL BE FIELD FIT AT CONSTRUCTION)
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c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
-GRATE�400.08 4ti
IE=394.309 12"
CBJ3, TYPE ii -48" PUBLIC
:`
-- f ` ; IE=394.80, 6"(E)
STA. 19+07.04, 6.0 LT.
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PIERCE AVENUE NE(PRI+ ATE) 217.06
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RIM=399.13
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IE=395.88, 12 E)
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DRIVEWAY APRON E R1 -B
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END OF ROAD/26' EASEMENT
STA. 42+47.06
ELEV=403.0
PRIVATE ROAD INT X II N STD. PLAN .3 3 �� 10LF. 6" PERF. PI
STA. 19+16.98, NE 7th St. ,;, ® E 4� CONN CTION TYPIC
STA. 40+00, PIERCE AVE. NE : ' 1 p'�
CENTER 20' DRIVEWAY APRON 'N `:; 1 I O� �� 22'
Ij \- LENGTH OF EASEMENT
19+92.0 I (
.:. SIDEWALK
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E D 5 S ALK
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3
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2 EXISTING NUTCB 16 SLOT EACH POST OFFICE II CONCF�EE RAMP
APPROVED COLLECTOR BOXES. INSTALLED DURIN I SEE DETAIL LEFT
NE 7TH 3 -PACK SHORT P LATS FOR USE BY
I I+
NE 7TH NORTH AND NE 7TH NORTH PHASE 2 I _ STA. 19+97.27
I€ END CURB, GUTTER,
LANDSCAPE STRIP
AR 4000 REQUIRE
AT SAWCUT LINES BETWEEN NEW
AND EXISTING JOI
TS. CITY OF RENTON STANDARD
LATERAL AND PAR
LLEL TRENCHING DETAIL
REQUIREMENTS AR
APPLICABLE.
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INSTALL 12" PLUG
STA. 19+98.0, 9.0 LT.
IE=398.00, 12
7' SEPERATION BETWEEN
STORM AND WATER MAIN
Wa-
LOT DRAINAGE NOTES :
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LO
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LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
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THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
Q ISI W
BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
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BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
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3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT
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405 (6
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ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
NOTEi
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG, 811
FFIXEID OBJECTS SITUATED IN THE LOCATION
HE PROPOSED ACCESS MUST BE
CATED AFTER OBTAINING OWNER APPROVAL
F
NDIVIDUAL DRIVEWAYS WILL BEWED OFF OF NE 7th STREET
FUNDTHE
UTILITIES SERVICING
SITE SHALL BE
ERGOUND
SHALL BE VIA A PERFORATED PIPE CONNECTION.
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
LIMITED INFLITRATION USING GRAVEL
FILLED TRENCHES, TYPICAL EACH LOT.
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
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LOT DRAINAGE NOTES :
_
LO
r7
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
ELEV=401.84 F
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
-'
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
)_ EASEMENT
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
=........""_""_"
THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
D
BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
I
BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
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LOT NUMBER BMP TYPE PER LOT
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(PRIVATE)1
�t
"
2 1 -PERF. PIPE CONNECTION / 1 -TRENCH DRAIN
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3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT
10.0' RT.
4
ELEV=402.73 FL
b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
SHALL BE VIA A PERFORATED PIPE CONNECTION.
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
LIMITED INFLITRATION USING GRAVEL
FILLED TRENCHES, TYPICAL EACH LOT.
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
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ELEV=401.84 F
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ELEV=402.66 E
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PIERCE AVENUE NE
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CBJ22 CURB INLET
GRATE=399.00 - M
1.28
V) VI) V) V) IE=397.00, 8"
400 400
2
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395 395 R8 S P
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390 (PUBLIC) ..390 390 3" CB#1, TYPE II -48"
L;tJJY,5, TYPE 11._48„
W SOLID LOCKING LID
(PUBLIC) RIM=399.13
CB#4. PE II -48" IE=396.809 8" N)
385 RIM=394 30 IE_394.02, 12' W,N)
IE -391.2 12 IE -395.88, 12 E) 385
18+00 19+00 20+00
OFFS T EERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
CB#3, TYPE II -48" W/THRU CURB INLET
W SOLID LOCKING LID GRATE=400.08
RIM=399.13 IE=394.80, 6"
IE=396.80, 8"(N) IE=394.30, 12"
1,
IE=394.02, 12 W,N) 25LF. 12" N -12®S=1.12 PUBLIC
IE=395..88, 12. E)
(PUBLIC).- 40+00 41+00
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SS�ONAL'•�'�
01/26/2015 N0,
42+00
SISCAM.
do MAPPING
SCALE
D.L OFFE, P.E.
D. L OFFE, P.E. ONE WCH
pie AT FULL W.&E
FWTOw0"
REVISION BY DATE APPR I SME ACC011001MY
WNWONT L AIM °°ice 991
DATUM
END OF ROAD
STA. 42+47.06
405
395
390
OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
OWNER.
ODRIVEWAY ENTRY W/LANDSCAPE STRIP
PER DETAIL ON SHEET 6
CURB RETURNS
Z
STA. 41+40-22,
10.0' RT.
A R=25.00' L=39.85'
ELEV=401.84 F
DELTA=88058'41 "
DELTA/2=402.25
I[
m
STA. 41+65.21,
35.59' RT.
D
ELEV=402.66 E
STA. 41+85.25,
34.42' RT.
B R=25.00' L=38.68'
ELEV=402.89 IF
DELTA=88039'33"
DELTA/2=402.81
E
STA. 42+10.24,
10.0' RT.
ELEV=402.73 FL
CITY OE
RENTON
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By, Date,
Bye Datei
B Datei
By, Datei
NE 7th NORTH PHASE 2
SCOTT DONOG H HOMES, INC.
ROAD / STORM PLAN & PROFILE
3518 NE 7th Street
01/26/2015
F�osooK:
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DRUM mm
5 °f ` 13
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