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N: 170539.59 4'
JE: 1306054.97
SDCO#5 SDCO #1
RIM: 458.74 RIM 457.89
IE: 455:708`(5)- __ _. ,,/ -_ _. - ?:170518. F?i1306118:94 W= , 4541 8" (3E) IE
tzt /--11LF8" @1.11%
S
A0
N: 170513.86
30 LF 8' @ 1.00%
E: 1306039.42
MATCH EX
6
N• 1 11.61
FG: 459.371 o `E' 306054.10 /LF
dig.
x
N: 170494.85
E: 1306050.9'
MATCH EX.
459.33
N: 170480.94
E: 1306052.45
MATCH EX.
459.43
TBM #2
AHBL jJe
SCRIBED X
N- 170451.6706
E:1306064.9195
ELEV:4
I
I
I
I `
L
I
I
9 LF 8" @9.27%
s
SDCO#2_
RIM: 458.48
IE: 455.06 8"(E)
FF = 461.77 N: 170509.62
E: 1306118.07
6 LF 8" @1.35%
FG 461.75 SDCO #3
RIM: 458.78
IE: 453.65
IE: 453.65 8" (S)
TYPE 1
POINT OF CONNECTION TO J
EXISTING DRAINAGE SYSTEM
t •14LF'9 PVG @1
YZ
111y11' x',
10
e
I` 0U6
IJ
RIM: 459.35
IE: 455.29 8" (E)
IE: 455.29 8" (S)
E: 455.298 "(NW)
SDCO
RIM: 459
IE: 456.758"
N: 170467.53-,
E: 1306139 84
CB #1 -
TYPE 30
W)
IE: 454.79 8"(S)
RIM: 457.67
I
LRRIM: 68
8" (N)
8 "(W)
8" (SE)
@ 14.27%
N: 170513.3
E: 1306203.1
68 LF 8" @ 1.00%
N: 170498.68
E: 1306140.80
LF 8' @5.21%
IIN: 170471.42
E: 1306147.20 FG: 461
SDC4 #7 \
RIM: 458.97
Q IE: 455.978 "(S)
IE. 455.97 8" (W)
C%
FF = 461.88 :' E: 133 9.5' 06 9.5'
FG 461.86
i
2
1 /
30 LF 8" @ 1.03%
CCTV NOTES
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCTV INSPECTION 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 81NCH
DIAMETER OR LARGER DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES. SAID
VIDEOS ARE TO BE COLOR AND COMPATIBLE WITH THE
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 STRUCTURES AS SHOWN
AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV
INSPECTION SHALL BE BORNE BY THE PROJECT
DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS
INCURRED IN CORRECTING ANY DEFICIENCIES FOUND
DURING CCTV INSPECTION, INCLUDING THE COST OF
ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION
TESTING OR AIR TESTING THE MAY BE REQUIRED BY
THE CITY TO VERIFY THE CORRECTION OF SAID
DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL 1
COSTS INCURRED IN THE CCTV INSPECTION {
PERFORMED SOLELY FOR THE BENEFIT OF THE
J/ 1 DEVELOPER.
4
MATCH EX //
DSv
FG: 461.81 RIM: 459.28.
IE: 456.28 8" (N)
a633` 2
i i d
FG: 459.48 MATCH EX.
C
i
q c - 459.31
t
a
N: 170481.02 TBM #7
E: 1306152.09 AHBL #7
6-99
4.88'\- MAT4 H EX. NAIL AND WASHER
N. 170444.8929
E 1306185.8374.93 ELEV:45
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES
BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL
GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY.
2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED
GRADE.
3. ALL ROOF DRAIN LINES SHALL BE 6' PVC @ 1.00% MINIMUM. WITH
1 -FOOT MINIMUM COVER. ALL ROOF DRAINS SHALL BE CONNECTED
TO A STORM DRAIN CATCH BASIN. SEE BUILDING PLANS FOR
eEXACTDOWNSPOUTLOCATIONS. CLEANOUTS PER DETAIL
TYPICAL. 1'
4. BEDDING AND BACKFILL IN PIPE TRENCHES PER DETAIL 5
5. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM
PORTABLES. SOIL SHALL NOT BE PLACED AGAINST SKIRTING.
6. CLEANOUTS REQUIRED AT ALL CHANGES OF DIRECTION AT
100 -FOOT MAXIMUM SPACING AS INDICATED.
7. ALL ACCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE
DISPOSED OF AT AN APPROVED OFFSITE LOCATION.
8. ROOF DOWNSPOT LOCATION PER DETAIL 4
1.
9. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS.
10. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL AND
0HYDROSEEDPERHYROSEEDINGNOTESONSHEETC1.1.
ESEE SHEET C1.4 FOR SURFACE WATER STANDARD PLAN NOTES.
LEGEND
CEMENT CONCRETE SIDEWALK
a
n
KEY NOTES:
O CEMENT CONCRETE SIDEWALK PER
Q
RD RD
x m
N: 170507.74
I
SDCO #4
FG: 461.70
1306045.48
PIPE CROSSING PER oA
RIM: 459.10
O5
MATCH EX.
R
IE: 455.40 8" (N) 2 FG: 461.70
459.29
46
IE: 455.40,.8 "(E)
O
C
m
FG: 459.20
T Nz
IL
as
WrfA nV 1
m
m
C'
0
a
5.00' FG:459.10-
o=
41 31.73'
r
R6.33'
dig.
x
N: 170494.85
E: 1306050.9'
MATCH EX.
459.33
N: 170480.94
E: 1306052.45
MATCH EX.
459.43
TBM #2
AHBL jJe
SCRIBED X
N- 170451.6706
E:1306064.9195
ELEV:4
I
I
I
I `
L
I
I
9 LF 8" @9.27%
s
SDCO#2_
RIM: 458.48
IE: 455.06 8"(E)
FF = 461.77 N: 170509.62
E: 1306118.07
6 LF 8" @1.35%
FG 461.75 SDCO #3
RIM: 458.78
IE: 453.65
IE: 453.65 8" (S)
TYPE 1
POINT OF CONNECTION TO J
EXISTING DRAINAGE SYSTEM
t •14LF'9 PVG @1
YZ
111y11' x',
10
e
I` 0U6
IJ
RIM: 459.35
IE: 455.29 8" (E)
IE: 455.29 8" (S)
E: 455.298 "(NW)
SDCO
RIM: 459
IE: 456.758"
N: 170467.53-,
E: 1306139 84
CB #1 -
TYPE 30
W)
IE: 454.79 8"(S)
RIM: 457.67
I
LRRIM: 68
8" (N)
8 "(W)
8" (SE)
@ 14.27%
N: 170513.3
E: 1306203.1
68 LF 8" @ 1.00%
N: 170498.68
E: 1306140.80
LF 8' @5.21%
IIN: 170471.42
E: 1306147.20 FG: 461
SDC4 #7 \
RIM: 458.97
Q IE: 455.978 "(S)
IE. 455.97 8" (W)
C%
FF = 461.88 :' E: 133 9.5' 06 9.5'
FG 461.86
i
2
1 /
30 LF 8" @ 1.03%
CCTV NOTES
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCTV INSPECTION 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 81NCH
DIAMETER OR LARGER DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES. SAID
VIDEOS ARE TO BE COLOR AND COMPATIBLE WITH THE
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 STRUCTURES AS SHOWN
AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV
INSPECTION SHALL BE BORNE BY THE PROJECT
DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS
INCURRED IN CORRECTING ANY DEFICIENCIES FOUND
DURING CCTV INSPECTION, INCLUDING THE COST OF
ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION
TESTING OR AIR TESTING THE MAY BE REQUIRED BY
THE CITY TO VERIFY THE CORRECTION OF SAID
DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL 1
COSTS INCURRED IN THE CCTV INSPECTION {
PERFORMED SOLELY FOR THE BENEFIT OF THE
J/ 1 DEVELOPER.
4
MATCH EX //
DSv
FG: 461.81 RIM: 459.28.
IE: 456.28 8" (N)
a633` 2
i i d
FG: 459.48 MATCH EX.
C
i
q c - 459.31
t
a
N: 170481.02 TBM #7
E: 1306152.09 AHBL #7
6-99
4.88'\- MAT4 H EX. NAIL AND WASHER
N. 170444.8929
E 1306185.8374.93 ELEV:45
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES
BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL
GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY.
2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED
GRADE.
3. ALL ROOF DRAIN LINES SHALL BE 6' PVC @ 1.00% MINIMUM. WITH
1 -FOOT MINIMUM COVER. ALL ROOF DRAINS SHALL BE CONNECTED
TO A STORM DRAIN CATCH BASIN. SEE BUILDING PLANS FOR
eEXACTDOWNSPOUTLOCATIONS. CLEANOUTS PER DETAIL
TYPICAL. 1'
4. BEDDING AND BACKFILL IN PIPE TRENCHES PER DETAIL 5
5. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM
PORTABLES. SOIL SHALL NOT BE PLACED AGAINST SKIRTING.
6. CLEANOUTS REQUIRED AT ALL CHANGES OF DIRECTION AT
100 -FOOT MAXIMUM SPACING AS INDICATED.
7. ALL ACCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE
DISPOSED OF AT AN APPROVED OFFSITE LOCATION.
8. ROOF DOWNSPOT LOCATION PER DETAIL 4
1.
9. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS.
10. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL AND
0HYDROSEEDPERHYROSEEDINGNOTESONSHEETC1.1.
ESEE SHEET C1.4 FOR SURFACE WATER STANDARD PLAN NOTES.
LEGEND
CEMENT CONCRETE SIDEWALK
a
n
KEY NOTES:
O CEMENT CONCRETE SIDEWALK PER 61.
OPORTABLE RAMP PER MANUFACTURER'S
x m
DRAWINGS
I
3 PORTABLE CLASSROOM PER MANUFACTURER'S
O4 PIPE CROSSING PER oA
a
O5 PIPE CROSSING PER r\ 4 / \E/
R
n
2
O ym
x m
v
I
Nz
a
m
Z
R
pR N
46
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n
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m
v
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C
a Z
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pR N
46
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a0n
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m
W
V'fah
T Nz
IL
WrfA nV1
m
m
C'
n
n
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I
rn
zzo> v
pR N
e _{
46
e o= n Q
O
no W
V'fah S IL
WrfA nV1w
A
C'
0
N: 170457.14
E: 1306135.75
D _ MATCH EX. __ --
1 A", 459.41
GRAPHIC SCALE
0 5 10 20 FEET
I i ? . c.;
CITY OF RENTON COMMENTS
NO. I REVISION
1'= 10FEET
1 U14004147
R = 3'11 =334504
1 .
PP,RM1T SET
won"Q10NAL 0 "
8 0
xonce TACOMA •SEATTLE •SPOKANE • TRI- CITIES o DN1fRA1NNTMYdOIf9WLWMMIIESO
wryF9]IK 3K MO muYE N9G1016 E C
IXQ4Y1M9P
M IgW11d5
FN
C frt S MMN ID [Q 7N S Ff 6T1L 0 1N1a4 7t 2215 North 30th Street, Suite 300 Tacoma, WA 96403 m UN C
a
J
roman o u'i aw a ia NOaia 253.383.2422 TEL 253.3632572 fax www.ahbl.com wEB a
OL
3 z
smYfntt rxe ave
AS NOTED 10""'''N10'°'"1°°' d2 CITY OF CASCADE ELEMENTARY SCHOOL JULY 2014
R. ELANGOVAN
RENTON PORTABLES °
F. KATONA
I ac .a DATUM RENTON SCHOOL DISTRICT
7 23 14 °m W. RERSf i° Planning /Building /Public works Dept.
CIVIL SITE AND DRAINAGE PLAN C1.2rx° ac Na
BY DATE APPR +cno.+S COMFORT
Nr.n<.
am: 3 5
ch;ra - - :S s A- NNNNAA
I
Pp
V'fah S IL
P I `. 1 C U C'
CITY OF RENTON COMMENTS
NO. I REVISION
1'= 10FEET
1 U14004147
R = 3'11 =334504
1 .
PP,RM1T SET
won"Q10NAL 0 "
8 0
xonce TACOMA •SEATTLE •SPOKANE • TRI- CITIES o DN1fRA1NNTMYdOIf9WLWMMIIESO
wryF9]IK 3K MO muYE N9G1016 E C
IXQ4Y1M9P
M IgW11d5
FN
C f rt S MMN ID [Q 7N S Ff 6T1L0 1N1a47t 2215 North 30th Street, Suite 300 Tacoma, WA 96403 m UN C
a
J
roman o u'i aw a ia NOaia 253.383.2422 TEL 253.3632572 fax www.ahbl.com wEB a
OL
3 z
smYfntt rxe ave
AS NOTED 10""'''N10'°'"1°°' d2 CITY OF CASCADE ELEMENTARY SCHOOL JULY 2014
R. ELANGOVAN
RENTON PORTABLES °
F. KATONA
I ac .a DATUM RENTON SCHOOL DISTRICT
7 23 14 °m W. RERSf i° Planning /Building /Public works Dept.
CIVIL SITE AND DRAINAGE PLAN C1.2rx° ac Na
BY DATE APPR +cno.+S COMFORT
Nr.n<.
am: 3 5
ch;ra - - :S s A- NNNNAA