20140179 Redline Plan Sheet #3 11132014SDCO #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
354.37
(2) 95LF ROOF DOWNSPOUT
INFILTRATION TRENCHES PER DETAIL
IE: 347.92
HOSE BIB REFER
TO PLUMBING PLAN
-- RD RD RD
- - -- - -- --
SSCO #01 BUILDING GRID
I RIM: 354.36 LINE A -4 -/
IE: 351.33 6" N: 592579.11
9LF 6 "0 PVC ® 2 0%
CB #1 -48 "0 TYPE 2 - SOLID LID
RIM: 354.2
IE IN:, 348.62 6" (NE)
IE IN: 348.42 4" (NW)
IE OUT: 347.92 4" (SE)
- 4' HIGH BLACK VINYL COATED
CHAINLINK FENCE PER DETAIL
INTERCEPTOR TRENCH
E. 1113460.60 PER DETAIL
UTILITY CROSSING 354.48 9,2' x'35417 MATCH EXIST.
SS IE: 351.24 UTILITY CROSSING 355.07
c� I RD CROWN: 350.24 FF: 354.50 SD IE6 353.03 0 354.44 4.30 0 o hh MATCH EXIST.
RD CROWN: 350.50 LO I o ~' 355.03
16.8' - 354.15
12 3' 354.48 354.56 1 ° 354.04
;n HOSE BIB 1 101 24.4' - 12' 24.4'
REFER TO I' ° ` 353.87 5'
PLUMBING PLAN SDCO #1
354.31 I RIM: 354.5
351. 353.92 IE IN: 349.98 6" (S)
354.27 354.28 . . 353.98 IE OUT: 349.98 6" (NE)
Pn VT (1) FIRE HYDRANT
10' ST SLEEVE 353.90 ASSEMBLY
I (1) GATE VALVE
73 LIF 6 "0 DI PIPE o
CONCRETE (1) 6 "X2" TEE (FLxMJxMJ)
ENCASEMENT G (1) 2' GATE VALVE
SSCC) #02 (1) 1" -WATER METER
RIM: 354.59
IE: 3;51.15 6" 2" REDUCED
UTILITY CROSSING PRESSURE BACKFLOW
SS IE_: 351.10 6 ASSEMBLY PER DETAIL„
W CROWN: 350.10 F 2
16LF 6"0 PVC ® 2.0
SSCC) #03
RIM: 354.64
IE: 3,50.84 6" CEMENT CONCRETE
2LF 6 "0 PVC ,f� 2.0% WALK PER DETAIL
-STEP SYSTEM WITH 1 0 GALLON TANK
PER DETAIL OR AP OVED EQUIVALENT.
-CARSON BOX SHUT -OFF VALVE
SDCO #2 354.37
RIM: 354.1 354.48 I
IE IN: 349.49 6" (SW)
IE OUT; 349.49 6" (SE) 0° UTILITY CROSSING
WI 0
CONNECT PROPOSED FORCE SERVICE LINE I RD R 350.20
TO EXISTING 2" PVC FORCE SERVICE LINE
USING CUT -IN. CONTRACTOR TO POTHOLE
TO FIELD VERIFY SIZE AND LOCATION OF D
EXISTING FORCE , LINE. 6 "0 PVC ® 2.
(1) 45' BEND (MJ)
(1) THURST BLOCK
ss ss
98f LF 2" SCH UTILITY CROSSING
40 PVC PIPE SS IE: 352.42
W CROWN: 351.0
38 LF 6." DI PIPE
(1) 45' BEND (MJ)
k (1) THURST BLOCK
\ev,
.3
nr
202± 'LF 6" DI PIPE
PER DETAIL/? ON SHEET C1.03
MAJOR CONTOUR
213
-
.,,,-- 136.75
SPOT ELEVATION
BUILDING FOOTPRINT
�
354.70
J
355 ` 354.86
EXTRUDED CURB
W
WATER MAIN
W
354.73
SS
SANITARY SEWER SERVICE LINE
•
355,09
D
v
APPROXIMATE LOCATION OF 2" PVC
ROOF DRAIN LINE
- - -FD- - -FD-
FOOTING DRAIN LINE
FORCE SERVICE LINIE (NOT SURVEYED,
PERFORATED DRAIN LINE
•DS
o
BASED ON DESIGN PLANS PROVIDED
STORM /ROOF DRAIN CLEAN OUT
O o
CHAINLINK FENCE
BY PARAMETRIX DAIEED 09/01/94)
FIRE HYDRANT
M
Ui
MATCH
EXIST.
THRUST BLOCK
in
WATER METER
354.63
w
Uj
U
MATCH
EXIST.
EXTRUDED CURB PER DETAIL,
-
J
W
W
354.64
TIE INTO AND MATCH EXISTING
�
CURBS AT BOTH ENDS
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 DESIIGN TOP OF
PAVEMENT UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING`S FOR ALL
NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE
PONDING OF WATER.
STORM DRAINAGE NOTES:
1. STORM DRAIN LINE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED.
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 VCRIFY
LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANIY
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 TE�ENCH
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 EROSION AND
SEDIMENT CONTROL BEST PRACTICE MEASURES ONSITE.
ABBREVIATIONS
APROX APPROXIMATELY N
ASPH ASPHALT NE
® AT NTS
BMP BEST MANAGEMENT PRACTICES NW
CB CATCH BASIN O.C.
CL CENTERLINE OR CLASS OD
CLR CLEAR OSHA
CO CLEAN OUT e
CONC CONCRETE PROP
CPEP CORRUGATED POLYETHYLENE PIPE PSE
CSBC CRUSHED SURFACING BASE COURSE PSF
CSTC CRUSHED SURFACING TOP COURSE PSI
CTR CENTER PVC
CY CUBIC YARDS R
DIA DIAMETER R/W
_ DIAM DIAMETER ROW
(1) TAPPING TEE (WET T 0 DIAMETER S
(1) 6' GATE VALVE(FLxMJ) E EAST
SE
(1) THRUST BLO EL ELEVATION SPEC
ELEV ELEVATION SS
EX EXISTING SD
EXIST EXISTING ST
FT FOOT OR FEET STEP
IE INVERT ELEVATION STD
CONTRACTOR SHALL POTHOLE TO N IN INCH(ES) SW
VERIFY SIZE AND LOCATION ' OF ' L LENGTH TESC
EXISTING WATER MAIN PRIOR TO 20 10 0 20 LF LINEAR FEET TYP
APPROXIMATE LOCATION CONSTRUCTION. COORDINATE WITH MH MANHOLE W
OF WATER MAIN LINE THE CITY OF YELM PUBLIC " MAX MAXIMUM WA
(NOT SURVEYED) WORKS DEPARTMENT. SCALE: 1"= 20 MISC MISCELLANEOUS WSDOT
LEGEND
210
MAJOR CONTOUR
213
MINOR CONTOUR
.,,,-- 136.75
SPOT ELEVATION
BUILDING FOOTPRINT
°
CEMENT CONCRETE PAVEMENT
J
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
O o
CHAINLINK FENCE
-�
FIRE HYDRANT
45' BEND
TEE
-�
THRUST BLOCK
in
WATER METER
SURVEY INFORMATION (BY OTHERS)
NORTH BASIS OF BEARING (NAD83(98))
NORTHEAST NAD83(98) PER WSRN RTK GPS NETWORK OBSERVATIONS ON SITE
NOT TO SCALE CONTROL
NORTHWEST
ON CENTER VERTICAL DATUM
OUTSIDE DIAMETER' ASSUMED HOLDING THE FINISHED FLOOR OF THE CHURCH AT
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 355.00' AS SHOWN ON SURVEY.
PROPERTY LINE
PROPOSED
PUGET SOUND ENE RGY
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE PIPE
RADIUS OR RANGE
RIGHT -OF -WAY
RIGHT -OF -WAY
SOUTH
SOUTHEAST
SPECIFICATION
SANITARY SEWER
STORM DRAIN
STREET
SEPTIC TANK EFFLUENT PUMP
STANDARD
SOUTHWEST
TEMPORARY EROSION & SEDIMENT CONTROL
TYPICAL
WEST
WITH
WASHINGTON Know what's below.
WASHINGTON STATE= DEPARTMENT OF TRANSPORTATION Call before you dig.
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SEAL
Nov 620148:
REVISIONS
DATE
11.05.14
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SHEET
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