HomeMy WebLinkAboutR-432618� � � s • +,. • •t. +i'h I I I D� � 1 - / �� - _4%0-�- //
N`-\_)10"-GROUND S�iQ�tCE= - = I _ - �_ - I I I I• -' , ; •'' I I I (� / \ \ \
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LU
- - �•• ;'•„ •. cv'n,l I I I / / \ EXISTING CITY OF
_ = \_ _ - - _ _ = _ _\ - - _ I I .1 \I Dp I / m I \ RENTON WATER
LLJ - _ _- _ \ - = I R EDAS$AL_ _ - - rt - _ I D I y I I cl-
UN
ITH $HTICl1RF�4 - - \= = ^' `1'I • ••••••• ••• \EASEMENT
ADDRr�iNSER- - _ =s _ - _ _ =f ,
- T
- - _15' UTILITY MrtN - - _ ---I --�w -o •'• .�t ���
I in II
s - - LAN RtANS - - _ -1-- -- I- ---�:� -I T-1
- -
-------------------- ----- - --- \I
T11& Till
�' I ,�'.!; •` `� II II -----------_ --- --- - ---- - --- ------
_ \ = hT I I v •MAINTAIN 18" VERTICALS D I I U NO SIGNAL TO THEm
WEST _ _ 471-
_ SEPARATION BETWEEN WATER AND I I -
_ EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. - _ I - - = I �' w"� ELECTRICAL LINE. ELECTRICAL LIN �I I / / (07/1�24)�
PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, - I = - 4 0(Ex)_ I • • ••
_ \ _ _ _ _ - I • • SHALL ROUTE UNDERNEATH T E ! jai p4 ECD(R P
_\ = PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT - _ - _ _ - = I i, ..•_::�•-'�� EXISTING 8" TERM IN (TY / E E E
ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING = I� - _ - % m _ . _ I M - E / M M
_ \ _ - �s MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING - _ I = _ = j _� -_ __ - I` ;• ,;r 1 v D W P / r
• • • - --.-6 --.- - --- ----------- --
_ \ NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING =_ T _ - _/ �V� / w� I • ' " + i- - o D ----- / N ---------------------------------
-
_ THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO I + / I•• - •:s� -�•� I e A— p�oo of D
UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT D w \ ,�� D " EC p • ° - D - D. •
--::-THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. i UTIL -INU� °!;" .� \I o
460.58(EX) / E�C 8 SS IE 456.56 0d' •' • . • I \I� D _ PA D 9
UND SOURCE I 469.51 D D•� D' °
REPLACE FENCE AND MOW
_ /� RI E TOP 456.19 �••' \ o D
STRIP IN KIND AS NEEDED / / •c� UTIL X-ING \ D
TO INSTALL GROUND /►/ '�ITRACTO� SHA L OTHOLE AND , ...;I \ I EX IRRIGATION IE 459.56 8 EC O
SOURCE WELL PIPING VERIFY/DEPTH OCATION, AND (UNKN6" D D
MATERrAL ORS " SEWER PIPE �•_; ••' ti_'• I DEPTH)
460.46(EX) / / �, I �, � �,\•� • �, � � 10" GROUND SOURCE PIPE\ °.. ° b D ° '. p - , • ° . •DD �D - • -°
TOP 457.40 ° 470.8 IhD p / 5'CW d -
_ .� y .1. \ .I, UTIL X-ING CONTRACTOR SHALL RELOCATE
A
1�X 12" TOP 454.56 EX IRRIGATION AS NEEDED TO I ° D D ° D
^L */ � 1 ^L /^L `110" GROUND
� CLEAR GROUND SOURCE PIPING � 'oI -. D' - P •I - I I I I• -v • D. - -
�' SOURCE IPE IE 455.37 \ ' \ `� 1 '�6'CL� D :D D v LSCAPE
TIN TYOF Jd• w ASPHALTS .
RE N WATE / D`�� w j THICKENED EDGE\ \\ \ C32 e p
oo SEE DETAIL
JIHALT THICKEN /
15 EDGE WHERE NI.
p�� 5 \
C8 E1 - \_ = = _ �' U X-ING ;/ ASPHALT ME ° C3o \,
1459.T = \ _ - _ ii� X 102T (RECORD) / LANDSCAP / \ CAST -IN -PLACE CONCRETE
IE 457.98 / / RETAINING WALL
IE 10*S(W 60' - = ii�i WillOU S RICE TOP 456.71 j / / "HANDICAPPED PARKING
( +�d' _ _ _/ ' INCLUDING TOP OF WALL ONLY"
- IEtO PE 4 51 - ��i � ELEVATIONS PER 472.19'
- BTM:455.20" _ - _ -,1.� A HLI -SEE EET C203 2 �`S, N J,
_ _ / STRUCTURAL PLANS
C32
w-
_ (2) 10" GROUND SOURCE w - 4 CONCRETE
LINES PER MECH'L PLANS "
12' t SIDEWALK LANDING
45 .94(E.Xr� `1' ^1' ^l UTIL X-ING `1'� `1' I `1' `t/ 00
/ EX 10" COR WATER (PER i 70.7' FIELD VERIFIED
HEAVY DUTY
CONTRACTOR) IE 457.98SHIPJ I o
" ND SOURCE TOP 456.71 'ONTANEIA . w SPHALT PAVING x ► _20+-► A Ax
SEE DETAIL FENCED x
E I 7 ENCLOSURE J. -► p I: •- • EXISTING DOUBLE DOORS TO
CAUTION -PROTECT �E ASIPH LT TIdfiC�CE - e BY OTHERS >. p ° ..► MECHANICAL ROOM RAISE
6 CONCRETE PAD SUPPORT EX WATER c3oo . x °
\4' \4' i � SEE DETAIL MAIN AS NEEDED �I E E � E� E ° o THRESHOLD GRADE AT
�� /46�TS E E E� E °• 'I DOOR TO BE -0.02' BELOW
CED ENCLOSURE `I' C o `1' �E -E "E E E`�E E E ► of- FIFE OR ELEV 463.43
BY OTHERS E °
E �� - X�1- SINGLE GATE'/ �� / 5 \ ^L I x 6
BY OTHE S�� i/ p u- ° CONTRACTOR SHALL RELOCATE
�, �,� �,/ I D DOUBLE GATE f I > e' °� EX IRRIGATION AS NEEDED TO
- - - �� BY OTHERS '
E CLEAR NEW POWER CONDUITS
UTIL X-ING ►° !p ► p °
ELECTRICAL TRANSFORMER, °� e EX 12" SD TOP 453.83
SEE ELEC. PLANS o o 4" ELEC CONDUIT IE 456.72 MCI)
�. a
x F I D r,• / ELECTRICAL
PAD ELEVATION AT 464.0 .1. •1, I •1, .1,1 .I, P p
I I PROTECT EX 8 � cn - I EQUIPMENT
PRIVATE SEWER MAIN I • . ° h� (EXTENTS TBD)
I I � mod,•: •: i. . - � .;. •p • � • � • .
PROTECT EX STORM 10" DI WATERMAIN D
.� .�
STRUCTURE TO �� P :/ D 6" CONCRETE PAD FOR ELECTRICAL
REMAIN \ .1• .I, �, I �I (PER CONTRACTOR POTHOLE) �„ • ' / D . -
] J / n►p I I SWITCHGEAR PER ELEC. PLANS
PAD ELEVATION AT 463.65 (MATCH EX
\ RIM:463.06'
/ / 10 DI WATERMAIN m u•p I. LL UTILITY TRENCHES TO FFE) AT BUILDING, SLOPE PAD AT
D
SDCO•• D
D
D / VL /
. • � ,�, - /� FFE: 472.16'
"HANDICAPPED PARKING
ONLY"
IE`41P W/EL13*(S):461.48'`I' `1' `1' `1' ^ (PER SURVEY) ► m- D MATCH EXISTING GRADE 1.5/o MIN FOR POSITIVE DRAINAGE HAZW KOH SCHOOL
� /L °� SDCO AWAY FROM BUILDING. SEE DETAIL e
H2O:461.46' C3o0
BTM:d .96' `1/ `1' `1' NEW ELECTRICAL /
° ADDRESS:1101 HOQUTAM AVENUE N.E.
/ PRIMARY SERVICE ° ( D .D CIR / °16 UTIL X-ING RENTON, KING COUNTY, WASHINGTON
\1/ \1/ I Al \1A
MAINTAIN 18" VERTICAL / I ° ° I EX 8" SS TOP 460.42 (ASSUMED)
SEPARATION BETWEEN WATER AND •1• ^L I m m �I ,I I I 4" ELEC CONDUIT IE 460.67
ELECTRICAL LINE. ELECTRICAL LINE INSTALL ETHAFOAM PAD FOR VERTICAL PIPE
SHALL ROUTE UNDERNEATH THE \ ��ROT CT EX 12" D / m _ CLEARANCE OF LESS THAN 12-INCHES
EXISTING 10" WATER MAIN (TYP) ► D A� SEE DETAIL
-464- `11 `1' PRIVATE STORM MAIN / E- - - - - - - - - - -
o m r* / V V `v) INLET (ROUND) C 00
RIM:462.60'
I � I
/ I 1 IE 4"PVC W/CAP(N):461.65'
cn EJBOXI I H2O:461.65'
/I / / BTM:459.80'
CITY OF RENTON m M
WATER MAIN I I � IC
I
I I
I
c::) \ m
C/-) I \ m
Q_ I
HEAVY DUTY
ASPHALT PAVING I
SEE DETAIL
cf) m
0
e m
I I C300
I I
I I
I
>� � � I •Jq
CB(R)
I
I
43667 9
L_ I �sI�NAL E��1
NO.
464.15
IRgIGATIpN I I
m / I ATESSILIO I I
�A1" I I III I II I I
I I I I I
I I I I I
YI7 I I II
REVISION
ELECTRICAL
CABINET
T
N
C)
0 5 10 20 O
N
SCALE 1 "=10' U
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
SPOT ELEVATION
GRADE BREAK
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE CURB
LANDSCAPE RESTORATION
SYNTHETIC FIELD
GROUND SOURCE WELL
N 79 33'06" E - 46.81 '
-109 �
J� TIC109.86
109.36 J BC 109.36
_ _RIDGE_ _ _
VALLEY
O
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP PROTECT
CONCRETE AGAINST WINTER DE-ICING SALT PER
PROJECT SPECIFICATION SECTION 321313.23
R-432618
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING l
msippo 08/07/2025
SURVEYED: SCALE: DATE:
VERTICAL - NAVD 1988 HAZEN HIGH SCHOOL MODERNIZATION 07.1 1.2025
HORIZONTAL NAD 1983991 CITY OF
DESIGNED: FIELDBOOK:
JAJ DRAWN: RENTON PAGE:
NUIPDJD/AJJ ONE INCH DATUM DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. CIVIL SITE PLANJAJ C204
IF NOT ONE INCH
BY DATE APPR APPROVEJ:AJ OF,
ACCORDINGLY SHEET. 18 OF 7
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