HomeMy WebLinkAboutS-381801N027105 W_ 828.22'
SEE ELEC'L FOR CONDUIT HAND EXCAVATE SDMH RIM=3426
INSTALLATION SOUTH OF SITE. SSMH RIM=338.84 O.F.=339.80
PATCH TRENCH PER PAVING SDMH RIM=340.08 CL CHAN 8'CONC(N,S)=327.69
THROUGH TREE AREA KIRKLAND A VENUE N. E. IE 18'CMP(S)=335.50
DETAILS AFTER INSTALLATION O.F.=337.18
o lE 18CM €ktWSEWER P.O.C. TO PUBLIC SEWER LIMITS OF WORK CB R1M=340.04
o CB RIM=337.82 , , F 7
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SS -/ W W W - - W- W W S SS wcc W SS INS= W W W
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� -PROTECT E)� LIGHL - - - - - - - - _ �-21
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_ ASPHALr
PROVIDE 5' W1D� � �- _ING 11 n TEMPORARY ATB WALK 3 m 1lwn \ I - IF A � � � n 20 � jinn - - � �Iwn s� A �w � � �DRIuFwAY
TO REST2f TRENCH - -� - /�� I CHA/NLINK -20
I - - - - - - - - - - - - EBINET PER E E L �� PRIMARY WER E E
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SSMH RIM=340.68 D
CL CHAN 8 CONC(S)=330.78 C/)
CONC WALK
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UNDERGROUND
SERVICE (USA)
SCALE 1"=20'
LEGEND
EXISTING PROPOSED
\ - -s - - - - SD- - __ SD ER ELEC L D SD SD K AS SD / I umn 1 �� ! BUILDINGS
FD. 4'$RASS / -
I �,r0 W/'X',' DON. 0.6' Q _ - 540 � - _ = _ . 11 , ,,� V o o n �P /F o �r� In113 0 o F V� '# / M R
r - OVER Al J , 20» I - ' I CONSTRUCTION LIMITS OMIT
C \ 1 24'" -
L - - sE 32a �9 � ,L / I ROCKERY C C>•C7t
S MH Rl =341.0 40,, TIL TY RE CH _ ^� GATE \ I I
w �� UMIT IE 6'PLST NE-336.76 - ( PROTECT EX IRRIGATION 2-3" POWER SDMH R1M=34283 - / I I
- 5 ( ()- CB R1M=340.6 POWER CONDUIT I TREE 0 A0
p,b IE 8'PUC(SE)=33576 /E 8 PVC(E)=333.19 I ° DURING POWER TRENCHING 2-3" SECURITY & COMMUNICATIO IE 8'PUC(E)=333.73 - I / I
z IV
1 C IE 18 CMP(N)=33296 /E 18 CMP(S,N)=333.19 w UNDER EX WALL 2-2" FIRE ALARM IE 18'CMP(S)=333.63 I 1
\ IE 18 CMP(S)=33236 CO SEE ELEC L FOR4 II CURBING
w I IE 18 CMP(W)=332.06 2.5'x2.5' COMM CONDUIT D
I I > I
0 � POTHOLE TO CONFIRM K4 m ?
U I > \ I PULL VAULT 12 NC= 34.0 TRANSFORMER PER EX SEWER DEPTH BUILDING WATER LINE - w
\ � ELEC'L. EXCAVATE ADJUST RIM TO \ I o �
BEFORE BEGINNING NEW GRADE I
\\I FOR 776-LA VAULT SEWER RE-ROUTE SEE C3.00 , I STORM DRAINAGE LINE -
z /� CB R1M=338.77 (2) 1-1/2" CHILLED MEI ' R pN R
IE 8'PVC(NW)=335.77 WATER PER MECH'L a 4" q L PAD I I SEE MECH L FOR CHILLER CONDUIT ° I TRASH I
z VAULT I SSCO 4" PVC SIDE SEWER o VAU[r SANITARY SEWER LINE- ss
0/L/H20 \ I \ L POWER AND COMM PER IE=332.56 65 LF 0 1.0% MIN ENCLOSURE
Q SEPARATOR i I I J CB RIM=3�3 \ ELEC'Ll COMM i F \ PER ARCH'L / POWER - E -
II - 8""GONG=3 7 GD G D R 00 D GD ' �1D D EX CITY SEWER �' -
TELEPHONE LINE T
RD _ _ RD OVERHANG _ RD RD RD SSCO \ o
w co ,zaa---_-__ El �n=CLINE \ GAS LINE - GAS -
V GATE PER
> SSCO 60 LF 6" DI FIRE SERVICE ° GAS LINE 4 PVC ® 1.0% (RECORD) ARCH' 1 EX CITY
\ IE=331.00 wo VA EXPOSED I WATER MAIN WATER METER VALVE FH ® m \ N
' ss s ss ss s ss SS ss p / /
~ Ip'0 I IR I co 118 LF 6" DI FIR SERVICE J SSCO I I o
O / PW 0 ASPHf Co �Ni�avd NV 3 I� 1 I STORM CB/MH ❑❑
' � = O � n n _ - _ - _ - 8'PUC 33 CB R 39.15zg (l o
r / RD - I / SANITARY SEWER MH/CO v OO •
O - - EW)=339y25
RD 9 wo � � J WATER PER MECH'L //
CL 0 a ❑� / � � GAS VALVE/METER ki �
- - Z �I� 6 90 BEND (RJ) RECONNECT EX WATER FIRE SERVICE FOR K3 / I
H 6 SIDE SEWER TO SERVICES FOR K4 GATE PER COORDINATE W _ STREET LIGHT ASSEMBLY
I�
ARCH L /
a d � � � EX PRIV T� SEWER '
o � � 60 LF 3 TYPE KCOPPER -3� MECH L/PLUMBING �
° 1 z BUILDING FLOOR DRAINS SHALL I? ` DOMESTIC WATER SERVICE I o I TELEPHONE RISER/MH ■ OT
/ n / 1 K3 GAS SEE MECH'L/PLUMBING I I
1 DISCHARGE TO SEWER ONLY IQ H I / CONNECT NEW BUILDING
�1 \ SSCO TO EX POWER COMM WATER METER FOR CONT N
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Wo VAULr
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IE=331.52
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(FIRE AND DOMESTIC) '
CB Rl-338.84 `
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IE 6" (S)=337.54�
\ lE 6P1(N)=336.84
IE 12 cr�vc(neEj 33a.99
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d SPEED BUMP
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90 LF 3" DOMESTIC WATER SERVICE
NEW K3 BUILDING
PROVIDE HAND HOLE AT
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\ IE 12 CoNc w)-J34�4
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PER ARCHITECTURAL
REMOVED LIGHT FIXTURE
FOR CONDUIT TO REMA
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a (
SEWER RECONNECT
ICD
SET TO FINISH GRADE2�
_
NEW PLAZA 339.35f
3
1
CONC 9
EXISTING SEWER PIPE
INSIDE SITE
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SEE ELEC'L
Utility Notes:
COORDINATE GAS RE -CONNECTION WITH
MECHANICAL / PLUMBING DESIGN
RE-ROUTE WATER INSIDE THE SITE TO SERVE
EACH BUILDING
WITH GEN ATOR I �� \ I I IS 4" AND 6" PVC PER N a 102 LF 6" DI FIRE SERVICE
D
ROUTE FLOOR DRAINS FROM
I I RECORD DRAWINGS OF 1986 WO VAULTS al SERVICE AREAS THROUGH EX DOMESTIC WATER NOTE: EX SITE WATER (FIRE & DOMESTIC) SERVICES ALSO
6 PVC=336.7 I SITE OIL WATER SEPARATORS SERVICE FOR K3 ( I
/ n III Z 1 / COORDINATE W/ MECH L/PLUMBING I I CIO � PROVIDE WATER TO BUILDING L. COORDINATE SHUT
�m N I I I I wl J RECONNECT EX WATER PRIOR TO DISCHARGE TO ) l / -� DOWNS OF WATER SERVICES WITH ALL CAMPUS USERS
\ \ 1 Z I 1 _ a B SERVICES FOR K2 SANITARY SEWER. (TYP) \ \ /
o� II III JI H �) RECONNECT EX WATER I
I GAS LINE I ( SERVICES FOR K1 220 LF 3 TYPE K COPPER 231 LF 6 DI I \ CHANGES TO WATER SYSTEM TO BE
I I( \ \ FF=339. EXPOSED TI T S V E E I \ I CONNECT TO
- - �\DOM \ CB 1M=338.57 EX 2 WATER �\ COORDINATED WITH CLASS SCHEDULES AND
I \\tire �' I n IIII I D iE 'PVC( 335. 021 CONNECT TO I� I OCCUR DURING SUMMER BREAKS. SYSTEMS SHALL
I �ENUD RJ' - f2W �� I EX 8 WATERS I I BE FUNCTIONAL WHEN CLASSES ARE IN SESSION.
_ � '\ I �
/ I 1111I111 h 11 I o - PPS/ OPWR P' 1 wo VAULr No PA J
1111 III/' I 4�0 53 LF 6 PVC SS ® 1.0% MIN IIII o° 6 PVAULT 5 BocrFD - - - - - n /ASPf SEE WATER AND SEWER NOTES ON C0.02
I I l�
IIIIIIIII Ir\II,II a� D us END RJ / SEE WATER SERVICE DETAIL
co
(IIIIIII - III co CO, i s ( ) I PER 11
;, SS SS SS SS SS SS SS SS /
co c0 a pp =n= L �n n� Lw I- - - �a.�o SEE DETAILS ON C4.10
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RD RD, RD RD RD COQ d / 'P. .C-T$ B�LIC \
IIIIIIIII / ASPHALr _ sNlNavd/�v �G 3ald /�
\ Illll�llf' SPEED -BC/Mfi vl\IIIIIIi = u �, WATER SYSTEM CONFIRM INTERNAL FLOOR DRAINS ARE ROUTED
�n G o cD r 3 z THROUGH OIL / WATER SEPARATORS AND TO SEWER
\ IIIIIII / l SSCO TO GRADE (2) 1-11/4 CHILLED_3 1IIM l llll�� In L I FF=339.0 FF=339.0_i - - -� SYSTEM FOR DISCHARGE.
SEE DETAIL 6 C4.10 GAS LINE WATER PER MECH L ¢
owl �111I1 (- I EXPOSED / / FIRFI=DEPAR E t0 ECTI C)
IIIIIIh / POST INDICATOR (PIV) / - i�R&^UILDIN ON E IP
�� IIIIIII I (IIIIIII w a PROVIDE ASPHALT PATCH OVER UTILITY TRENCHES
L I / /� CB RIM=338. / K2 FOR BUILDING K 0 PIPE / / /
CB R1M=339.33 (IIIII 8PVc=337. / BUILDINC / S PER DETAIL 8\C5.10
IE 8 PUC(S)=33573 IIIIIII / - - f1 111 DISCHARGE TBUILDING OO SEWEROR NONLYALL ) // N A'- POST INDICATOR VALVE PIV /lE 12 CONC(W)=33533 111 / I 11 COFOR BUILDING L ON E PIPE / / l�- -
II /
II I11 \ - - - - FIRE DEPARTMENT CON ECTION (FDC) - _
coNc � ��ass o PROVIDE TORZ ��
W FOR BUILDING L ON EX PIPE / / ,I FIST ING
I I CONSTRUCTION RECORD DRAWIN
\ I I I \ ss s v9 LI
__ 14 - - - s THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A
y \ IIIIIIIII CONC WALL W/CLF _ OVERHANG T DDi16�E�UC„ R _
� - - - - --_ _ __ H K-VALVE ON EXI FIRE c E ITED TO CAD FILE PREPARED BREFLOECTHFIELD PORTER
VER VERIFIED (INVERT AND
------ -- - -------346- � --- - - _ � - - - ------�4�- -------------34s-- -� �FRVIEE: CO RDIN�T rIL(j)
�� - -- \ HAS BEEN
---- ---------- _--------34�- _ _ __ _ _ - _8 IONS OF THE STORM, SANITARY SEWER AND
I I 1 �--------- - (2}BDN�- ----- - NVERT AND RIM
------------ _-------- ----- ---------1�2G0A5-MEfiE1� F E�tL�(RMS Cj or INSTALL EDU D PRESSURE` RIM ELEVAT---- --
-------- ----rr---------- --
CB F1M=35269 I rg - - - _ 358-- - - - -- - - - - - 358- -- - - - - - -� -350-- - -6'c - � _ _ _ _ �o _ - -�" - f �-o BACKFLO SEMBLY ON EX CE&C CONSTRUCTION
z IE6PUC(E)=350.59/ ---------------------------------------------------_-_-_-_-_-_-_-_--___ _--- _______----- DOMESTIC SSEMBLY WITH IN MARCH 2O17
LJ o ------------------------- --------------------------------�B-R�,t�3583�---- ------------------ ()- - HOT BO AND POWER. OR COMPLETENESS N
a / \ C - - �- - - - - - - - - - - - - _ 9 H - 49.78 COUGHLIN PORTER LUNDEEN INC. DOES NOT PROVIDE ANY
OF
-3b4----------------------- 354------------ _----�54------ -- -- ------ ---------_� CL PROVE POWER TO HOT
I / -\ o / - - - - - - - - --__________________ - - - - - -/ �(CF�F �L�4---- -- _ �r\ -_��� - ��\ CL CHAN BP\t/C(W)=338.68 / WARRANTEE AS TO THE ACCURACY
` I '¢� 8'oEc _ _ _ _ _ - - - - _ _ - L - - _ _ - \ ' BOA C SEA DETAIL 87,E SUCH INFORMATION PROVIDED BY OTHERS.
I ~ - _ -_-- --- ------------- -� -- - \ \ B:DEC \ N L C�i
-358---------------------- ___ --7f Pli--j5620 GRASS
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��'�369� __�� _---\�--- - ` � �6g _ �\\ *6,UPERMIT# U15000494
\ �� 1 % ��\ �� 1 � ����_IARB�-�y'
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CONC WA+K 1 1 / CONC WALK I I I / 1ONC WALK \
vM?,- - - - - - -- ---- ---� - --- -- Approved By: Date:
SV9 a UM U R r R LIMIT LIMIT OMIT T OMIT \ MITT T UMR9� I7/M�10
o / 7 77- [i� \ \ IE 6'P�C(NE)=349.82
'ON4LT DRIVE �� CTil �' ASPHALT DRIVE lE 8'PUC(SE)=349iS2
LIMITS OF WORK PROVIDE STORZ FITTING \ IE 8'PVC(S)=349.52 \ w / / Approved By: Date:
z w z EX CITY WATER MAIN \ /
�N EX FIRE HYDRANT (TYf� �, \ \ IE 12PVc(NW)=347.02
W PROVIDE STORZ FITTING / W w w w �\ w w �e w w o �w w w w /, - �6FlR �� -
/ / ON EX FIRE HYDRANT (TYPY - ` -0 \_ - - \ - �� v _ = Approved By: Date:
Lam- 9-- ---- 362- CURB 3�C------ S �� i - --- -- -- - CWA�`� -
L J ,CON // Approved By: Date:
A. Jq C _
NOTED CITY OF AUTOMOTIVE TRAINING CENTER / /
OF WA S� O SURVEYED: SCALE: AS
HORIONiAL: NAD 1983/1991 �► 04 30 201 5
COVGHLIN PORTERLUNDEEN DESIGNED: RENTON TECHNICAL COLLEGE FlELDBOOK:
ti A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: RENTON PAGE:
801 SECOND AVENUE -SUITE 900 P: 206/343-0460 LBJ ONE INCH RENTON WASHINGTON DRAWING NO:
DATU M
43667 CIs V,�` SEATTLE,WA 98104 F:206/343-5691 CHECKED: AJ IF NOT AT FULL SCALE Planning/Building/Public Works Dept. C,4°00
sSI�NA1L y�v� /�� N Q APPROVED: SCALE ACCORDINGLY UTILITY PLAN SHEET: 9 OF:1 Z
REVISION BY DATE APPR J
W- 1 1 R-381809
S/ 38 80