HomeMy WebLinkAboutR-375105N
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FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
PATH ARES
(PRIVATE SYSTEM)
INSTALL 50 GRAVEL FI D I N
NO INDIVIDUAL DRIVEWAYS WILL BE TRENCH W BOARD SEE AIL Sbt r 6
Q ALLOWED OFF OF DUVALL AVE NE GRATE -416.50
IE=414.50, 12"
JE=414.50, 6" PE' .0 p
a 20
F-
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O= ALL UTILITIES SERVICING
THE SITE SHALL BE
~ UNDERGOUND
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Y LOT DRAINAGE NOTES:
Lu
LJ.I SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS
CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
V MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY \
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS
STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING
Q PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT
FOR THE LOT. SEE SHEET 5 FOR DETAILS.p�
LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.)
1 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \
2 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET**
3 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \
4 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET**
5 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \\
6 FULL INFILTRATION - 50' GRAVEL TRENCH 3,200 SQ. FEET** \
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 \ 1
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
OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
** AREA DOES NOT INCLUDE ACCESS ROAD. ACCESS ROAD WAS MITIGATED USING INTERSECTION
SEPARATE AND DIFFERENT BMP's.
STA. 10+00 ` II
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CB 3 TYPE 1 50'C T'PE--r \ p
IE=421.00, 12"22'M IM=4427.0 _ \� '��` N
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:PRI VA E) D I AGE M'T K- o N
STA. 1 +9 .5 9.22'LT.I 0
W VA D CRATE o
CB#4, TYPE 1
GRATE 42230 I (P T CIV
IE=41 .30, 12" m II S 1 28.0 'LT.
IE=41 .00, 4"/ I o B 1 P 1 O�
a I W T RU -PUB INL
moo �� I sy WANED GRATE
a I GR TE=4 1.62 111
d I IE 438.3 12NJ
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FENCE NOT ALLOWED Nd/ Ac lbew'eD a¢. tMDpcT
ON PROPERTY LINE OVER Awy 44c:5a,r A298:9. Z.FT
STORM PIPE
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL 9-14
SEPARATION IS LESS THAN 1 FOOT.
NOTE,
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
FENCE
1.i' E
f%yq-.t.Ol�
DETAIL SHEET 6; TYPICAL LOTS 1-5
� e-Qw1cki!F;s R97dZ'r> ro ENS LA1.b
H19*LL6L -re 5LeP95-n/6TS77/4
WOOD
FENCE
AT BACK OF CURB
25th STREET MONUMENT
-p-' 29'DF
RIM -4 .67 �Id
INV=1I 8(12'-N,S,E) I a
CONNECT TO EXISTING / o
SIDEWALK
NL 24th STREET INSTALL N.D.C.B.U.
COLLECTOR BOX PER
DETAIL SHEET 6
0 : O O O O O O O N t0 m ca
12" STORM rn rn - q0
Q-12" STORM Ni o vi vi r•i ui co m h r - m
15' PRIVATE STORM DRAIN EASEMENT N N r'7 M M v in Ln u7 '0 N 0 +LO "n
PRIVATE STORM DRAIN EASEMENT NORTH SIDE LOT 4/5 : a a `I' a a It
SOUTH SIDE LOT 6 = 3
_._._. ...... ._ ... .......................... ........ _...._...... ......_. _ _ . _ _ 0___ _
ED
CCTV INSPECTION NOTE: --
a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCNzl z Iz
INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION �I 7.5' J7.5'IJ ___ -
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING �I IZ 450 o : 'A - 450
_.._..... ..... __ .m...... ..... .._ ..._..__ __..... ...
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY wl C Iw - o z
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER wI Io Iw o0 omL -
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. NI 2'o IN "- -
ug o w = o ' J J PVI STA. 13+25.0
SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S u`51 n. rn . ELEV. 455.40
VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO I = a 0
SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO ,I„' I 440,,....QF..................._...._ ...___.._wy...._.. ....... ......
PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH Nz o 110' V.C. -
GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN
PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING 4 - o -
STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT 012” STORM : o ' % ' o o
CONSTRUCTION PLANS. .� �o �' N + - m
b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL 15' PRIVATE STORM DRAIN EASEMENT 430 ,. �� �� %' M _ 430
...__ _.
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL LOT 3/4
COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV >
INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, % %%'a a -
EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY - CB 1 TYPE 1
TO VERIFY THE CORRECTION OF SAID DEFICIENCY. I I o W VANED CURB INLET
c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN 420 _-_� T�� A(/VANED GRATE _ 420
_ _ GRATE -441:62....... _
THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE (- 105 DEVELOPER. IE=438.37, 12"
R=375
(PRIVATE) (PRIVATE)
CALL 811 BEFORE YOU DIG! CB 5 TYPE 1' GRATE=42230
_ _ .. GRATE=422:00 _
1E=418:30..1.2" ....
IE -417.50, 12" 12+00 13+00 14+00
OFFE ENGINEERS
10+00 11+001E=a1s.00, 4"
13932 SOUTHEAST 159TH PLACE - Z
RENTON, WASHINGTON 98058
PHONE: 425-260-3412 „o•PeG27 a ;
S1:'.
CONTACT: DARRELL OFFE, P.E. FSS oNni ANG 09/17/2014 NO.
25 -Lt, STREET
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By. Date- 4•/4.7
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HANSEN SURVEYING SCALE xw "% d� CITY OF MAY CREEK COURT SHORT PLAT
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D.L.OFFE, P.E. Yu RENTON VINEYARDS CONSTRUCTION, LLC
D.L OFFE. P.E. DATUM ROAD/DRAINAGE PLAN&PROFILE
Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
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REVISION BY DATE APPR
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09/17/2014
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