20140179 Redline Plan Sheet #4 11182014SDCO #3
RIM: 354.2
IE IN: 349.17 6" (NW)
IE OUT: 349.17 6" (SW)
\ BUILDING GRID '
LINE A -1
N: 592638.08 /
E: 1113548.77
354.48
ii \354.37
C-4
(2) 95LF ROOF DOWOUT
INFILTRATION TRENCHES PER DETAIL
/ IE: 347.92 a�'��y✓ 1� j
oc-
-- �
7 /y -:_/ I
�� ,��
i HOSE BIB REFER
TO PLUMBING PLAN - -__
RD \ RD RD
SSCO 101 � ,.B ILDING GRID
I RIM: 354.36 _. LINE A -4
01 IE: 351.33 6" N: 592579.11 1
9LF 6"0 PVC 0 2.0% IE: 1113460.60 354.48 1
UTILITY CROSSING
SS IE: 351.24 UTILITY CROSSING
RD CROWN: 350.24 (FF: 354.50), SD IE: 353.03
UTILITY CROSSINGD CROWN: 350.50 ,� 1
X
CB J1 -48 "0 TYPE 2 - SOLID LID
��, � I
1f *,a,�48.62 6" (NE) . -- b
IE IN: 348.42 4" (NW) - -
/IE OUT: 347.92 4" (SE)
On
�`. 4' HIGH BLACK VINYL COATED
CHAINUNK FENCE PER DETAIL
\ INTERf'TOR TRENCH' 355.00
PER DETAIL MATCH EXIST.
35 17 355.07 ._.
--
354.44 4.30 v co h Uz MA TCH EXIST. a 355.03
SDCO W IE: 351.03 16.8' -
�F' RIM:" 354.1 35.48 RD CROWN: 350.03 12,3' 354.48 54.5
1 ' IE IN: 349.49 6" (SW) 1 STEP PUMP ;c, HOSE BIB I` �y� o
IE 06, 349.49 6 (SE) I CONTROL PANEL � REFER TO 1
PLUMBING PLAN
CONNECT PROPOSED FORCE SERVICE LINE R DETAIL
USING_.- CAJT-I . CONTRACTOR TO POTHOL
__TO FIELD VERIFY SIZE AND LOCATION OF
y EXISTING FORCE LINE. `.
(1) 45' BEND (MJ) =1;-�
98t LF 2" SCH �` (1) THURST BLOCK
40 PVC PIPE 110' STEEL SLEEVE
�. SS ss
UTILITY PROSSING
SS IE: 352.07
{
W CROWN: 350.57
�'UTILIT Y CROSSING
,$S IE: 352.42 f o,
W Ck"N: 3t
3 "y ;
I �
1
S//"
.... .._.... f
9LF 6'0 PVC A 2.0
\ r
38 LF 6, DI PIPE
(1) 45' 1364D (MJ)
(1) THURST BLOCK
\t
(1) 6 "X2" TEE !`LxMJxMJ)
(1) 2" GATE VALVE
202± LF 6" DI PIPE
Ila
t RD
y�Jv 353.90
73 LF' 600 DI PIPE
CONCRETE
ENCASIEMENT I 4.
SSCO J02
RIM: 2354.59 `
24.4' 412' 24.4'
_ . -- __.
�-
SDCO #1
._..__..- .._....__RIM: 54.5
353.92 IE IN: X349.98 6" (S)
353.98 IE OUT: \349.98 6 (NE)
(1) FIRE HYDRANT,
�,
tl.)...-GAATE VALVE i
IE: 351.15 6"
MAJOR CONTOUR
UTILITY CROSSINGS � "y 1 6�
SS IE: 351.10 �y
- - - -- - - --
W CROWN: 350.10 t
SPOT ELEVATION
16LF 16 "0 PVC ®2.0
�?�{
BUILDING FOOTPRINT
SSCO #03
RIM: )54.64
CEMENT CONCRETE PAVEMENT
IE: 3510.84 6" , ` y:> ,
2LF 6;r0 PVC NSF `yo
CEMENT CONCRETE
„2.0�` .
STEP SYSTEM WITH 1,500 y
WALK - -PER DETAIL
PER DETAIL OR AIPPROVED EQ hl& ?r I
WATER MAIN
CARSON BOX AN ID SHUT -OFF Y�
WATER SERVICE LINE
PER DETAIL 7 ON SHEET .03
SANITARY SEWER SERVICE LINE
•
SANITARY SEWER CLEAN OUT
354.70 355
' 354.86
RD
ROOF DRAIN LINE
MATCH EXIST,
354.63
MATCH EXIST.
354.64
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EXTRUDED CURB PER DETAIL,
TIE INTO AND MATCH EXISTING
CURBS AT BOTH ENDS
p �
v
i
SITE AND SURFACING NOTES:
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT
OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED
DURING CONSTRUCTION TO PRE - CONSTRUCTION CONDITION.
3. REFER TO LANDSCAPE ARCHITECTURE PLANS FOR CEMENT CONCRETE WALK
JOINTING.
GRADING NOTES:
1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF
PAVEMENT UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUIDE
PONDING OF WATER.
STORM DRAINAGE NOTES:
1. STORM DRAIN LINE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIRIED.
2. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITY AND ARE
TO BE PLACED IN ACCORDANCE WITH STANDARD PRACTICE.
3. REFER TO ARCHITECTURAL PLANS FOR PRECISE LOCATION, ORIENTATION,, AND
QUANTITY OF ROOF DOWNSPOUTS.
4. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS, EXCEPT FOR
INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS.
UTILITY NOTES:
1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET
2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO
INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VEF2IFY
LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY
DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS,
CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION
IMMEDIATELY.
3. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH
SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN.
4. PROVIDE 10' MINIMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN
WATER AND SANITARY SEWER LINES.
EROSION CONTROL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING ALL APPLICABLE EROSIOIN AND
SEDIMENT CONTROL BEST PRACTICE MEASURES ONSITE.
LEGEND
210
MAJOR CONTOUR
213
MINOR CONTOUR
136.75
SPOT ELEVATION
BUILDING FOOTPRINT
'
CEMENT CONCRETE PAVEMENT
GRAVEL
EXTRUDED CURB
- -W-
WATER MAIN
W
WATER SERVICE LINE
SS
SANITARY SEWER SERVICE LINE
•
SANITARY SEWER CLEAN OUT
-D-
STORM DRAIN LINE
RD
ROOF DRAIN LINE
- - -FD- - -FD-
FOOTING DRAIN LINE
- - � � - -
PERFORATED DRAIN LINE
'DS
DOWNSPOUT
•
STORM /ROOF DRAIN CLEAN OUT
0 o
CHAINUNK FENCE
-
FIRE HYDRANT
Ici
45' BEND
TEE
THRUST BLOCK
m
WATER METER
7,
ABBREVIATIONS URVEY INFORMATION (BY OTHERS)
I E APROX APPROXIMATELY N NORTH BASIS OF BEARING (NAD83(98))
ASPH ASPHALT NE NORTHEAST NAD83(98) PER WSRN RTK GPS NETWORK OBSERVATIONS ON SITE
0 AT NTS NOT TO SCALE CONTROL
P; BMP BEST MANAGEMENT PRACTICES NW NORTHWEST
` n A CB CATCH BASIN O.C. ON CENTER VERTICAL DATUM
CL CENTERLINE OR CLASS OD OUTSIDE DIAMETER ASSUMED HOLDING THE FINISHED FLOOR OF THE CHURCH AT
CLR CLEAR OSHA OCCUPATIONAL SAFIETY AND HEALTH ADMINISTRATION 355.00' AS SHOWN ON SURVEY.
CO CLEAN OUT It PROPERTY LINE
CONC CONCRETE PROP PROPOSED
CPEP CORRUGATED POLYETHYLENE PIPE PSE PUGET SOUND ENERGY
CSBC CRUSHED SURFACING BASE COURSE PSF POUNDS PER SQUARE FOOT
CSTC CRUSHED SURFACING TOP COURSE PSI POUNDS PER SQUARE INCH
y_
195 LF 2" PE PIPE, - , _ CTR CENTER PVC POLYVINYL CHLORIDE PIPE
01 �_ r °' "= _ . CY CUBIC YARDS R RADIUS OR RANGE
\ 282 LF 2" PE PIPE. -
__:_ -_ D IA DIAMETER -OF-WAY
RIGHT
DIAM DIAMETER ROW RIGHT -OF -WAY
x -(-1-ylm-"- WATE9_ME`TER WITH "APPING TEE (WET TAP) 0 DIAMETER S SOUTH
TRAFFIC RATED VALVE BOX (1) V\, GA VALVE(FLxMJ)
-' 1 THRUST `LOCK E EAST SE SOUTHEAST
_( ) , EL ELEVATION SPEC SPECIFICATION
__.__
2" REDUCED - - - -_ ._ bti. ` \ ELEV ELEVATION SS SANITARY SEWER
PRESSURE BACKFLOW �` _ ,� -_ _ __ r (01 I'll) EX EXISTING
ASSEMBLY PER DETAIL i �a ; V � � SD STORM DRAIN
_.- _. _ _ -- EXIST EXISTING
�,��I _._ . ST STREET
-r - - FT FOOT OR FEET STEP SEPTIC TANK EFFLUENT PUMP
IE INVERT ELEVATION
l �y STD STANDARD
CON�FI�CTOiALL Pb , N IN INCH(ES) SW SOUTHWEST
r
VERIFY SIZE AND LOCATIO AF L LENGTH TESC TEMPORARY EROSION & SEDIMENT CONTROL
EXISTING WATER MAIN PRIOR TO
20 10 0 20 LF LINEAR FEET TYP TYPICAL
MH MANHOLE W WEST
APPROXIMATE LOCATION CONSTRUCTION. COORDINATE WITH
MAX MAXIMUM W/ WITH
OF WATER MAIN LINE THE CITY OF DEPARTMENT. PUBLIC SCALE: 1 "= 20' MIN MINIMUM WA WASHINGTON Know what's beIOW.
(NOT SURVEYED) WORKS DEPARTME MISC MISCELLANEOUS WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
Call before you dig.
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REVISIONS
DATE
11.17.14
BCRA NO.
12138
CADD FILE
SHEET TITLE
CIVIL SITE PLA
BCR
M
0 COPYRIGHT 2013 - BCRA, INC.
RIGHTS RESERVED
SHEET
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