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FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
NO INDIVIDUAL DRIVEWAYS WILL BE
ALLOWED OFF OF DUVALL AVE NE
ALL UTILITIES SERVICING
THE SITE SHALL BE
UNDERGOUND
LOT DRAINAGE NOTES :
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INSTALL 50 GRAVEL FILLED DI SPER fON o o (PRIVATE)
TRFNCH W /ROARn -,;FF f)FTAII 1;14 r7T 46 90A. 97 1 r)" fel— i '?nq- i F, 'nnv_
NOTE.-
EXISTING
❑TEIEXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HERE❑N, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER L❑CATION.
CALL BEFORE YOU DIG; 811
2 EACH -50 LIN. FEET OF GRAVEL
FILLED INFILTRATION TRENCH PER
DETAIL SHEET 6; TYPICAL LOTS 1-5
1,660 SQUARE FEET OF IMPERVIOUS
XSURFACE PER GRAVEL FILLED TRENCH
::::(TYPICAL)
1 FULL INFILTRATION — 50' GRAVEL TRENCH
31200 SQ,
2 FULL INFILTRATION — 50' GRAVEL TRENCH
31200 SQ.
3 FULL INFILTRATION — 50' GRAVEL TRENCH
3,200 SQ,
4 FULL INFILTRATION — 50' GRAVEL TRENCH
3,200 SQ,
5 FULL INFILTRATION — 50' GRAVEL TRENCH
39200 SQ.
6 FULL INFILTRATION — 50' GRAVEL TRENCH
3,200 SQ.
b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
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ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
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DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
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FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
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SHALL BE VIA A PERFORATED PIPE CONNECTION.
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d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
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OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
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** AREA DOES NOT INCLUDE ACCESS ROAD. ACCESS ROAD WAS MITIGATED USING
SEPARATE AND DIFFERENT BMP's.
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'x-12" STORM
PRIVATE STORM DRAIN EASEMENT
SOUTH SIDE LOT 6
CCTV INSPECTION NOTE:
a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN
INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES.
SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S
VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO
SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO
PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH
GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN
PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING
STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV
INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION,
EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY
TO VERIFY THE CORRECTION OF SAID DEFICIENCY.
c. THE DEVELOPER E ELOPER SHALL
BE RESPONSIBLE FOR ALL COSTS INCURRED IN
THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
CALL 81 1 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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STORM DRAIN
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05/20/2015 NO.
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UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
bIULWALK
INSTALL N.D.C.B.U.
COLLECTOR BOX PER
DETAIL SHEET 6
GRAPHIC SCALE
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1 inch = 30 feet
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CB#4, TYPE 1—L AS -BUILT
.... CB� 5, TYPE 1 375109 .. . .. � . .. � .. ....... � ....... ..
.......:........ . . .. .... a ..........
10+00 1 1+00 12+00 13+00 14+00
SHAH s N SURVEYING ,�, SCALE. uAtt:
NAD ;3/,�, ,, MAY CREEK COURT SHORT PLAT 05/20/2015
DESIGNED: SCALECITY OF
D.L. OFFE, P.E. RENTON
RVINEYARDS CONSTRUCTION, LLC A °a`
DRAWN:
D.L. OFFE, P.E. ONE INCH DATUM ROAD/DRAINAGE PLAN&PROFILE DRAINING NO:
CHECKED: AT FULL scxF Planning/Building/Public works Dept.
IF NOT ONE INCH 2530 DUVALL AVENUE NE
REVISION BY DATE AP P R APPROVED: SCALE ACCORDING"Y
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CB#4, TYPE 1—L AS -BUILT
.... CB� 5, TYPE 1 375109 .. . .. � . .. � .. ....... � ....... ..
.......:........ . . .. .... a ..........
10+00 1 1+00 12+00 13+00 14+00
SHAH s N SURVEYING ,�, SCALE. uAtt:
NAD ;3/,�, ,, MAY CREEK COURT SHORT PLAT 05/20/2015
DESIGNED: SCALECITY OF
D.L. OFFE, P.E. RENTON
RVINEYARDS CONSTRUCTION, LLC A °a`
DRAWN:
D.L. OFFE, P.E. ONE INCH DATUM ROAD/DRAINAGE PLAN&PROFILE DRAINING NO:
CHECKED: AT FULL scxF Planning/Building/Public works Dept.
IF NOT ONE INCH 2530 DUVALL AVENUE NE
REVISION BY DATE AP P R APPROVED: SCALE ACCORDING"Y
*M. 5 °P 12
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