HomeMy WebLinkAboutTED4003241.1k-
I-
Ch
C0
IM
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEOTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERhCAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
DRA INA r E/R OAD 11- PRI 0 E'M ENT PLAN
FOR DO SHORT PLAT
L 0 CA TED IN THE N. W. 114, OF THE S.E. 114, OF SECTION 19;
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
"KING COUNTY WA SHIN TON
1 ! II
i
bI
T I
l
�EAIJ eiluLJER-� P�
X
I•E.- 137.10 IZ D T 9 �OC� G �k 01 III
1 1 1ZIM- 13a.gS
1 V . - 13� . Z� 17- " 1D.T. d5nln 1 LOT 10 30'
30'I
1 I' I' a 0 EXISTING STRUCTURES 1 /2"X4" EXPANSION MATERIAL
41 1+ 06 END WAVING #�i��
CULVERT ��E 1 0A�
�1 _ I I I 1 /4"R AT JOINTS
��, _ S89 46'44E 169.90' (PLAT) o 'G-
RA, IC 4:1' NOTE: 4 IP RAP, 09 E INALS J $ o uZ To 170.04' (CALC.D) `2#1: SSMH
11,�----------------i------------------------- ------ II I RIM = 137.67
00
D a I 8" CONC. N. -S.
AT OUTFLOW OF PIPE IE=13931 �,, I� i CENTER CHANNEL = 132.87 i P
1.8't N. 0.2't N. a�S I I #2: SSMH
- 1 8.77 1 I �� WOOD DECK I' I I RIM = 138.73 SCORE LINES TO BE RADIAL
SHED
1 �9 OF NEW 12 �6MF51�--------1 I 70.8b - ( ') 1.5i�t N.-----30.01' ----- �� 8" CONC. N.-S. TO CURB AND GUTTER
f NORTH LINE OF THE SOUTH 80' S89'4B'44� 16b.07 CALCD CENTER CHANNEL = 131.88
" 10+82 - - - W
C1 5% SLOPE D 10 75 ` '�' 94"22 I #3. CB TYP TYPE 1 +
�o -S RIM = 136.97
S w I� I� 72" CONC N = 135 67 �, ,� . , 3!
-1 LO T4 52
-------- =-- '. ON N = 135.77
II 12" CONC S. 135 57
----
.� � I 4 " CONC. E.
�. �� (I I `� MATCH EX I� ���#s: SSMH
DAVIS FRONTAGE �i 51 i��Z I 8
IMPROVEMENTS, DTL 3/2 b Z o TYP, THIS S II I RIM = 152.40
w Lu " CONC. N. = 145.28
c���+ 10 G� .� CONC. 8" CONC. S.= 145.30
=� .. ��. a> FF-142.0 too f �"
HOUSE
e
rn •�
M � � 1.. � AS- 3vIL--� 1716 DAVIS AVE S _
o
o �„ PROPos�ED LOT 1 �� EOTW2 FOR { co i EXISTING CULVERTS
� m,Ft RIM =l4Ll$ � F.F= 152.5t , ! Q.� � ,.
F r*1 � CA �.1 ' 1 5434±I SQ. FT. 1,E.= 1i9.� 2' EAVE i I '$ . � a t
14 DR.V_WAY, DTL 1/4 to / I P 1 #�12" ADS
i PJG PROPOSED LOT 2
I.E.= 736.36
6,975± SQ. FT.
n I
#4 Cl1
10 25 I f I
c I ,. �
1
5' PRIVAT EWER EASEMENT S� 5 ! #5: 12" ADS
GRAY L DR1/ED CONC. l TOT LOT AL AREA t 1 - -I - - I ° LE.= 137.98
S-i3c�1t
1 C _ - 2S�-TC BE ,E}�0 12,409± SQ. FT. CONC.
904 - 137. �� �� SHATTUCK FRONTAGE
z tP_-r" \ ` ti
;GRAVEL DR. .
1Z"r�. N #1 � � r _ _ _ _ � , F IMPROVEMENTS, DTL 2/2
(•E. - 13S. 7! IZ D.? c� 1 r5\' x �„---�'F(' qn LINE SETBACK TYPt ---- `*_ - -- - ------ r------------- C.
I 50 '� 1 _ _ _ -- - 10 DRIVEWAY, DTL 1/4
135.91 4" We- E/A.I.E � ryP T2 T3 - - � � <c
-
11 11 1 Bb.00' i N of
r96 OF NEW 12 1'D+qo� 1 - - - - ,� eo.1a'P - - 001
14' DOWNSPOUT N89.47'07*W 145.15, CALC-D
ACING EX17ING PIP � 1 DISPERSION ENCH 145.00' PLAT) \� � ✓EYED
REPLACING r I �' � SITE "BENCHMARK � I Lei
RAM 0VE �} 1 �• rn �, SET'P.R. SPIKE IN U.P. I I
��: E f �, EL.= Ih39.39 U.S. FEET �n- 1/2
LOT 12 I
E)05TNU C UL\Iff 30' 11 Imo► I 1
� i I
JF I � IF 13S `jS
WITH S TU B- D T HOUSE
DOWNSTREAM D,SCHARGE 1 I
9+26 BEGIN PAviNG- �; NOTE: RIP RAP TO BE INSTALLED +
IT'AT'0 4:1 ° 1 �
V
7dI AT OUTFLOW OF PIPE 4' 4 i
11 �I,t'
I
�I L"r4•'IIr_Il� �Uh'4E ELF � I
PI EXISTI'JI FIRE HYDRANT APPROX 60' = 147.08'
AS - 3�►L , I
I SOUTH OF SW PROPERTY CORNER 9+4071
- 13y.2'
1 .�,•�-, (_� . _ ► 35 t�i 12 'o.T rr°R - I 'uSTA 4+15 ON DWG W3142 I I
_ I35.1z 12""Cok: s«�,ti+
HOME
w
� t
2r * �a DOWNST � ,,',fH z 40' SE
rRAl.. r��ZR
�-
20
NEW SOME ROOF RUNOFF SHALL BE ROUTED
I1P�EE'1'�l' PLAN
� slope ---�
THROUGH DCWNSPOUT DiSPEPSION TRENCH, DTL 112.
small catch basin or yard drain
°
o° level outlet 2' x 10'
level trenches
a °
a
p� oQp °�
5700 sq. ft.
p oav°° Typel CB
c, Q p ° ° i
po o° �� i standard
°va°
>700 sq. ft. dispersion trench
46" min°o 0 0°a o oa o °°oa " I w/ notched grade board
o ° ° c o 5 °�;- 4 perf pipe length 100' per 700 sq. ft.
° ° a °oQ ° p A° L o C a of roof area,
18" min oQ°a°a ID C)Co a v° ° see Figure 4.2.2.0 of the
° ° o ° ao° �o ?�' -3I4' rash rock
a°°Q �°o4°°o°°Q°�°( Surface Water Design Manual SD
p °oo ° °° ° p ° oo°°o
p� °o°a0 0CQ�0Oao7
LO O a 0 0 0 D O a O
- CONC. G�.�
DTL 412
�• 24" min •�
TRENCH��X-SECTION PLAN VIEW OF ROOF
I N TS v TS
DOWNS �O �T DISDERSION TRENC" (7)
NTS
I
Y*
r --1 C
NIT
----T
� tintim , SURVEYORS & �_A'�N S
S4 N. CEN RA_, STE. 1C4, KENT., WA 98032
(253)852-4880 (local) or 1-(800)251 -0189 (toll free) (253)852-4955 (fax)
E-MA" : cn`Ocramernw.com
S'1ATT''CK FRONTAGE
✓ CjST_.
r J�
FXFIRI-C t /9q. / NO.
REVISION
1 /2 X4 EXPANSION MATER
1 /4"R AT JOINTS
"W"-WIDTH OF SIDEWALK
1 /4"/FT. SLOPE
1 /2"R
�j.l>4 K' a
>+ ti .. TM of arff
Tat
CEMENT CONCRETE BARRIER
CURB MD GUTTER
CURB & GUTTER
NTS
1 /2"X4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
1 /4"R AT JOINTS
3
IS
GRAPH., SCALE 1 "=20'
20 O 20
GENERAL NOTES:
SCORE LINES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE.
B B 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'s TO P.T.'S AT ALL CURB RETURNS. 1/2"X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
1 /2"X5" EXPANSION MATERIAL
CURB RETURN ONLY
1 /2"R
4"
1/4'/FT. SLOPE
1 /2"R PAVEMENT AS PER PLANS
RECOMMENDED FOR APPROVAL
BY: DATE: I-L-Ilkle
8Y: DATE:
BY: DATE:
4" PAVEMENT AS PER PLANS BY: DATE:
STANDARD CEM. CONC. PARKWAYJ LSTANDARD CEM. CONC.
CURB AND GUTTER
CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
NOTE. ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY DETAILS. DATE REVISION BY APPR'D
PROPOSED HOME LOCATION AND FOOTPRINT ARE S IDEWALK 5
APPROXIMATE. FINAL LOCATION AND FOOTPRINT
WILL BE PROVIDED AT BUILDING PERMIT STAGE. NTS 2
VPROVEMENTS
SURVEYED.
CNW
DESIGNED:
LSK
DRAWN:
LS K
CHECKED:
LSK
BY DATE APPR I APPROVED:
30'
TYPICAL SIDEWALK
ADOPTED
CITY OF RENTON
♦ ♦ STANDARD PLANS
1ST DATE:12/96
DWG. NAME: FR-02 SP PAGE: F007
FOUND CONCRETE MONUMENT FOUND tit" -IRON PIPE IN
W 1�BRASS PLUG IN CASE05-
CASE RENTON CONTROL
AT LAKE AVE. S. S. 15TH ST. NETWORK ID / 476
C i N89'46'46'W 871.n1' (MEAS.)
1' SAWCUT I 461.61' 410.00' (CALC'D k S.P,)
EX. PAVEMENT
i W!DTH �,ARIES (4.6-6. I 2% 2ao
--_ ' C O ?7
I
I I I
SIDEWALK DTL 5.2
i
CONC. CURB & GUTTER DTL 4I2
4" MIN. COMPACTED DEPTH CLASS B ASPHALT CONC. PLACED IN TWO LIFTS
3" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
3" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
NATIVE GROUND
DAV S FRONTAGE IMPROVEMENTS ('_T
NTS
NOTE. IF TRENCHING IS WITHIN A SINGLE LANE THE ENTIRE
LANE WIDTH NEEDS TO BE REPAVED.
Ste. 1 ' = 2 0'
I ONE INCH I
AT PULL SCALE
IF NOT ONE '!NCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL HAD 1993/1991
DATUM
1,
,
CITY OE
I1� M
M11
,.. RENTON
Planning/Building/Public Works Dept.
�a 30.73'
70.01'
• 3
Vi 1
I
SITE
3o.or
S. 19TH ST.
FOUND I_ BRONZE PIN IN
CONCRETE IN 22 IRON PIPE
IN WE RENTON CONTROL
NEWORK ID / 659
N89'48'09'W 1153.70' MEAS.)
N89 48'09'W 1153.73' Clr7
G'0NTROL MAP
104
DO SHORT PLAT
FOR CAM ES DO
DATE:
01 /19/05
PAGE:
DRAWING NO:
DRAINAGE/ROAD IMPROVEMENT PLAN 2
SHEET: OF:
2 4
�.►2-3�41D4- SCANNED MAY 0 12006