HomeMy WebLinkAboutR-381807N0.27 05 W 828.22'
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SDMH R1M=342.6
FOFSITE
PS STORM SYSTEM CONNECTS TO CITY SYSTEM SOUTH ssMH RiM=338.84 o.F=339.Bo D j g. 8- I -
NEAR KIRKLAND AVENUE & JEFFERSON AVENUE SDMH R1M=340.08 CL CHAN 8'CONC(N,S)=32Z69 /E 18'CMP(S)=3Aalk
35.50 SSMH R1M=340.68 D or-800-424-5555 -
O.F.=337.18 KIRKLAND A VENUE N. E. CL CHAN 8'CoNC�S)=330.78
LIMITS OF WORK CB R/M=340.04 UNDERGROUND
\ lE 181CMP(E)=332.98 ,° "" ,� q� ti0
o ' CB R1M=337.82 , , ° a' ,e' 0' ,p' SERVICE (USA)
_LJ - -
h e CONC WALK W� W ti" e°0ti 0
J 0 10 20 40
q 4 CO �k° q o� ° �b°6aq o'ONC WALK _ W ya °
- -
'� °t� a° ASPHALT I� 0��1--� - �� �- 0" T4u1APL -_1 °-��'d4�LE,e------------------ -- �h " - - e -3$2--
4'MAPLE t / °�0 DRIEWAY 340 t'� - - �- + ----0 _ -- ,-----s- ---- - ------ +--342---------------�4�Z-"° % + 14M1tt3L� \ 7J 7
S
SAP 14luf �4'L7APL� �+ J_
__�°---j�LT -- \gyp --_So_ 0� -�- -- ��_ - -_ --r __-- __-- -- -- - ---777
- SCALE1=20
Il "cIL" ---- -- - - ._ 342-�8 a- "ti ° SD -r-----SD s-- S -° �--5 -� ti a`3B " ti ---- S ° +" (IS S
h a` Y�n
- may_ ee-a ? r6�° 1 " � 6 _ o k o a q 0 ° 5 6 + 9.0/ + +++ + q k -�� oK���V+ VLEGEND
■a �° X awn b wn w �n �w j n 20 awnr
� b - ES' k : 0
INCREASE ie'fH AT POROUS PAVING +' m \ ,/ cHAWLWK
AS REQ D TO ALLOW FOR CURB CUT I _ _ 6' iNCNc-- - _ _ _ _ _ _ L - y� ° 6' cHA/nlcc - y"k 20 , c " - - EXISTING PROPOSED
(IS - �- -�- -----� - \ r - T T A T ��-o r T TE "
3--- _____ TR342.0��\ ti
' n _ \ SD - SD SD SD SD SD SD D SD SID SD �wn " D /
_ 6 -0 TYP PER D - - - \ IIII ASPHALT PAVING
1�.01 PAVING PLAN - - r 339.00 CO ° / I 9 -
. - . r r r r ..: r P� RHANG - / 740 SF NEW I _ " '" I CONCRETE PAVING
""> Imo- IMPERVIOUS AREA
.:.
V; 40.00 . .
c -.r. � » .. , . q'_ - PERMEABLE
_ , CONCRETE PAVING af
Q`� 328. �9
;�I- y� TC 339.Ot r` - $ MH Rl =341.0 r ° 40'UTIL TY RE C
w �,° LIMf, BC 338.5± EX) p J 339.00 - \ ° " b" tiq"0 / 2-J" POWER EX CAMPUS SDMH RIM=342.83 339. - TC 341.95 I I I
_ ,, r r lE 6 PLS> (NE)=336.76 CB R1M=340.6 q' ti
-r -' �� � �+,° � BC 341.25 EX � � BUILDINGS
C f lE 8 PUC(SE)=335.76 /E 8 PVC(E)=333.19 \ + s 2-3" SECURITY & COMMUNI oN STORM MAIN lE 8 PI�C(E)=333.73 3 ( ) I l� °� I
lE l8'CMP(N)=332.96 /E 18"CMP SN-333.19 hb '. 2-2" FIRE ALARM lE 18 CMP(S)=333.63 341.50 EX
z ( )- TC 342.92 I GRAVEL
w - " +' r r r 3 Q4 CMP(S)=33236 PERMEABLE 339.00 CO o qs,�9� 3 .20 341.00 BC 342.42(EX)
I- TC 339.25 18 CMP(W)=33206 1 D RECONNECT ALL ROOF DOWNSPOUTS 4 341.60(EX 341.65 341.75
U I I BC 338.75 EX) 339.40 CONCRETE ° C RECONNECT ALL ROOF DOWNSPOUTS I "� b CONSTRUCTION LIMITS LIMIT
PER DETAIL C3.10 " wQco TO EXISTING RAIN LEADERS IN SAME K �""
\ r a LOCATIONS. SEE ARCHL PLANS (TYP) TO EXISTING RAIN LEADERS IN SAME AISE EX VAULT LI TC 342.60
C3 I APPROX 1500 SF g �' \ ° - ' IE= 4.2 BC 342.10(EX) ROCKERY � C>�7t
z J "ob \ CB R=338.77 \ LOCATIONS. SEE ARCHL PLANS (TYP) NEW GRADE
EW 80 LF 6
� IE 8'P (NW)=335.77 � / 3 1.3f
VAULT I D ®2.0% MIN .. d Q VA 342.60 MATCH IX
z 40 LF 12" SD MATCH TREE
oiL/H2o A MEABLE q A c 33 . @ 0.5% 342.5
Q SEPARAIOR P VERS d ' CB RIM=338.57° C 33 :00 I
r L _J q1 I, 342.50 CURBING
ER DETAIL 4.03 8"C0NC=337.37� S / / / SD ,0 D �_°' 33 :00 \ Y
� EW AREA DRAIN \
" 6'APPROX 1500 SF I=338.60 d I \ RD RD RD D RD - o I TC 342.40(EX) I D CONTOUR (INDEX) -/X- -100-
I \ co o \ TYPE �2 CB ON EX 8- CHIP �
W OOF DRAINS PER ARCHL a o I , , =an= ' =an= Cn=an= Co=any o=any �o=a �n=a �n=an� CS]SC o vi
c3.10 d / \ CONNECT TO EX TC 39.75 `�� RIM=3 9.40 (IN PLANT) �34 '13 CONTOUR -goo - - 98 -
> CONNECT TO SITE STORM I bA 339.40 ARC ' Bc 39.25 IE=335.2 (EX PIPE) IN MATCH R
339.50
-� ( STORM DRAIN NNECT TRENCH DRAI � WATER LINE
NEW TRENCH DRAIN �: co D - _ SD
O �16� c IM=339.48 SD SD sD D SD SD : ' 338839.15 CB ITH 6-INCH PIPE STORM DRAINAGE LINE- SD - t r r..
�o=338.75 BC 339.75 EX) r ' rkr / a 9 9 c +.� _� -' - .. _ _ 8'Pt/C =33 g
L
O POURED I PLACE - 141 ; w +' ( o 9.1 -33 25 k SANITARY SEWER LINE
. + � � -� � " v o � . CB R 39.15
b ryti
° '° v .
CURB CUT + CONNECT TO RD a77
° J POWER
339.50 EX SITE STORM � � +v s . �
o NEW 93 LF 6
Q 12''(12" CB IN GUTTER o cn 339.50 339.50 2342.33 TELEPHONE LINE - T -
340.00 500 SF NEW d FFE FFE SD ®1.0% MIN MATCH EX
o REPLACE ROUGHLY 24 LENGTH IMPERVIOUS AREA I 650 SF NEW I s I ��11 GAS LINE - GAS OF PAVERS WITH KINNICKINNIK 342.51 in / IMPERVIOUS AREA I RECONNECT ALL ROOF DRAINS TO SITE STORMPER REVISED L1 02 PLAN TC 341.00 342.00 I / / ROOF DRAINS TO EX I WATER METER/VALVE/FH N
a BC 340.5 EX) 0 R 340.50± SYSTEM. SEE ARCHL FOR NEW ROOF & I I NEW 45 LF TRENCH DRAIN
\ } GUTTER (TYP FOR ALL BUILDINGS TO REMAIN) I SITE STORM SYSTEM I / RIM=339.35 NEW CB I STORM CB MH L J ■
CB Rl=338.84 "339.75 i 6 SD @ 1.0% MIN I� RIM=339. 5 /
� a I / IE=337.35
��IE
IE 6PoFG(S)=337.5j� � q IE=338.25
6P1�(N)=33684 "� I NEW K3 BUILDING 8-INCH PIPE AT /
lE 12 C C(NE�' 34ti99"�9, r� / d �' ROOF DRAINS I / Q ' k
�v �3 � �' SANITARY SEWER MH/CO OO •
\ IE 12 COZ((W)=#�4 4 , ' ' SEE DETAIL 8 TYP I I PER ARCHITECTURAL kti�" k1 GAS VALVE/METER M 0
_ _TC 342.50 I o
C3( ) i \ FF=339.5_ DOWN
SPOUT2\ , 3 ° \\ I I J BC 342.0 EX) ALT 2 Q STREET LIGHT ASSEMBLY
NOTE: REFERENCE 2/A6.12 K1 WALL d BUILDING WORK POINT
" N SEE I I PER ARCHL I
1 WITH sLA SECTION WITH RESPECT TO GRADING TELEPHONE RISER MH ■ T
wrrH cEN Aron I o I SEE ARCHL SEE DETAIL 8 °� 342.19
�¢¢ i\ 1 c5.2o REQUIRED AT LOUNGE I /
I ) �� III `r"�' I H o I , ARCH'LPER (TYP) c� o MATCH EX
o
TC 344.25 IIIII o - qti
^� BC 343.75
L----I "
ti^ 41 a ,/ MATCH EX I N III I ,
339.50
339.50 GRATE PER
\ ,k� f ► I I � HOLD BACK ROCKERY FROM LOUNGE � FFE
\ �346 I WALL AS REQUIRED TO SUIT GRADING I ARCHL
I III I I H RECONNECT REMAINING
k�0 C I /
\� iJ J II \ TRENCH DRAIN TO EX 339.00 NEW 6 SD I I I
a' f STORM SYSTEM C� 1.0% MIN I ~'
_ o _ 339.50 , . �... v _ g.
0 nyp: 0` \ B °ED_ .� o v: -. -v.. v.� ev.. v: •o. ,�- -+... -v• 'Y �
t+ IIIII l o ^
/ I IIIIIIJ lllll --- ° I
qo LIGHTI �I�
I I , I I RECONNECT ALL ROOF DRAINS TO SITE STORM 00 wQ VAULT ° - Q° I 0 / PER ECT a/ ALL STORM DRAINAGE PIPE AND STRUCTURES ARE
IIII IIV .� I I l SYSTEM. SEE ARCH'L FOR NEW ROOF & CO ! �;, ,.c�6PVC=334.57FD339.50 0 /1111
IIIIIIIII , ° , kb \\IIII GUTTER (TYP FOR ALL BUILDINGS TO REMAIN) CO ���'� CO (IS as so NEW 43 LF / / PART OF THE PRIVATE SYSTEM WITHIN THE RENTON
D SD D - SD @ 1.0 o MIN TECHNICAL COLLEGE CAMPUS. NO CITY SYSTEMS
IIIIIIII } II co SD SD CB WILL BE MODIFIED OR EXTENDED IN THIS PROJECT.
SS C S] CD=Q C co CL]SQ CD=Q SCCnC OD Ci]SC[ CL]= C QS]C CCISC[ � t Q' CCI \ / NEW TYPE 1
CO a ° - - - 0� I _ , , 339± 339.50 - RIM _339.5 \
IIIII IIII II II I� ,q' / RD RD RD RD RD M I - -
°9 s CO _
� .
I
I Q
v1I
a IIIIIII i11 d G
SEE STORM WATER NOTES ON CO 01
/ REVISE EX DOWNSPOUT " tie 342.5 z
q L _ 'k--- - MATCH IX k�� �
a WYE INTO EX STORM
n
I I I --
II COORDINATE W/ NEW „ = ' - z i� CONFIRM INTERNAL BUILDING FLOOR DRAINS ARE
I IIIIIIII ' ' OBI �' IIII "�9 ROOF AND GUTTERS I IE 335.5f / 339.20 +�� / ,k � 7
�, IIIIIII IIIII _
' \ CB RlM 338.56 /l NEW BIKE RACKS �°c / �" /t iF/ '� -I ry�� �� ROUTED THROUGH OIL /WATER SEPARATORS AND
CB R1M=339.33 IIIIIII I I IIII /tl 8PVC=337.51 / RECONNECT ALL ROOF DOWNSPOUTS RECONNECT ALL ROOF DOWNSPOUTS PER ARCHL +� �b k �1 S TO SEWER SYSTEM FOR DISCHARGE.
lE 8 PVC S=335.73 II III �` - - r I I I / H / TO EXISTING RAIN LEADERS IN SAME TO EXISTING RAIN LEADERS IN SAME
,hqb IE 12""CONC(W)=335.33 I -
d
/ LOCATIONS. SEE ARCHL PLANS (TYP) LOCATIONS. SEE ARCHL PLANS (TYP) y
� CO /
RESTORE AREA 725 SF EX IMPERVIOUS NEW FACILITY SIGN 339 ,^ ss ///III- - - - - -°
III ` PER L SCAPE CONVERTED TO PLANTER PER ARCH 0 / f ^,� - +"6 CONSTRUCTION RECORD DRAWING
#lti V I I \ b5�q kk�0 + sue' " Sv5, ° -sv� SvDRAWING IS A COPY OF A
�\I IIIIIII II II \ .k' y b� y ti �k "b _ - - ti Al' / / �q8- THIS CONSTRUCTION RECORD DRAW
" k b' b' R " , t "I k� k� ""� k,� "�" / % - '"^® CAD FILE PREPARED BY COUGHLIN PORTER LUNDEEN AND
" c^^ /i;�reP�= e o ti h ( RHANG o b' " o- k o- ., k " / / e
_=_ _-_ �_ _�_ _ _- _-_ ' -_ _-_ - - _ _ _ _ _ " ' _ _ _ -�_ _� _ _ _ _ � _ _ _ _ � BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND
ti- _ 6--- 9 - --_-- �--------- -�- 0 _ �tik HAS
--�---------- -- --- - - - - - '- --(has D€+ - + __--------346-----------� --- �+-------------------- 34s + /� 34 - �titi RIM ELEVATIONS OF THE STORM, SANITARY SEWER AND
1- - - - - - - - - - - - - - - ' / k�' \ k "�
�L - _ -_ _ _ _ _ _ - - - _ _ _ _ _ 8'oEc�b ti LIMITS OF WORK WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM
- 350-- - I 3gg-- -350 - f0 '+ ✓ _ = 358-- = 358------------ ------------ --- _ h'6' ti� �`�✓ ° - - CENCMARCH 2017NSTRUCT10N
_ _ _ �_ - - -
CB 1M=352.69
IE6yPV%E)=350.5 ----------- ---- __ _ ___ ___________________________T- - ____________-__ __ - - _
LIMITS OF WORK !_ _- - - - - -_- = 354 - - - - - - - - - - - - - - - - - - - - - - - - h' - - - 9 c C HH -3P9 E -540.0 - - -++"_ h COUGHLIN PORTER LUNDEEN, INC. DOES NOT PROVIDE ANY
/ / _ _ - '� - - - - - - - - - - - - - - - - - - - - -_ _ - - - - IE _ -' -4- - - - - - - - - -yam - -_- - - - CT CHAN a PAc w -338. s q +'"q� C WARRANTEE AS TO THE ACCURACY OR COMPLETENESS OF
- _ 7-- - - -
_ _ -
- -
I � � -�- _ _ _ _ - - - - - - - - - - - - - - - (��6 \ O �� ° SUCH INFORMATION PROVIDED BY OTHERS.
355�(IX) ��- =_-----------------------------------------------
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UPERMIT# U15000494
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��ti gti yti^ ebb y' Cgvc WALK °ql I ye 0�6 °tik ,� CONC WALK ,ry °�^ °, qe^ A� - a a o6 � 0e I ^�5 I bti - I yti kph C Al
h' e' _ S 5 5
p Approved By: Date:
LIM U IT r IT 'NMIT LIMIT � LIMIT LIMIT LIMIT T UMIT4t�11'9 w".
0 yy. S d J y yy °yeti 0" yy. / 6ti y� \ \�7
lE 6 PVC(NE)=349.82
LT DRIVE ® °\ �e 0 \ y-i'� l ASPHALT C '66 lE 8 PVC(S))349.52 ----+ i \ \ / / / / Approved y
`'17 \ `O� o� c!•� �^ lE 8 PVC $E-349_62 /
/ LIMITS OF WORK � 6� S h \ 1 \\ ti 6 A roved B Date:
b°yy yye: yy W W 4E 12 PVC(NW)=347.02
�/ W \ 6 W - sb° W �hq ` W I W ° W
n� a q " 6`�W \ 6°aq W°ge y ` 'a \ y o° \ y ati \ ° q` q \ y q ��' p p y
Approved B Date:
6 6 6 b h T ^l y �J � ^J ^J 'S k' 7 k � - -
362 e CURE STOPS °°' T°-- \ �\ _ �� -_ �5�-_ ----- - _ ���_
- - 6 �> - Approved By: Date:
`� i +' \ \L -1 %may -- ----- _ T \ _ _ �� �-
� VERTICAL,
NOTED CITY OF AUTOMOTIVE TRAINING CENTER / /
OF WA S� O SURVEYED: SCALE: AS
HORIZONTAL: NAD 1983/1991 �► 04 30 2015
W COUGHLIN PORTERLUNDEEN DESIGNED:
RENTON TECHNICAL COLLEGE PAGE: OK:
ti A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: IN RENTON PAGE:
LBJ RENTON WASHINGTON DRAWING NO:
801 SECOND AVENUE - SUITE 900 P: 206/343-0460 ONE INCH DATU M
43667 �� SEATTLE, WA 98104 F: 206/343-5691 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C3.00
NAL 1 //�1/, NO• SCALE ACCORDINGLY GRADING AND STORM DRAINAGE PLAN
/� REVISION BY DATE APPR APPROVED: SHEET: 7 oF:13
R-381807