HomeMy WebLinkAboutBLD2001-00748 - BLD Plot / Site Plans - 9/27/2001EXISTING
WELL
/
cc
c
PROVIDE
ANCHORAGE
AT TOP OF
SLOPE
I DRAINAGE
DITCH
SEP
TANK
FIL1F
iOR oF� BLUFF
PROVIDE DISSIPATOR
ON BEACH
A<
PICKERING PASSAGE
EXIS G
BASIN
TIGHT LINE
CONNECT TO \
EXISTING LINE N
N Cs-F-rC-6 A- oc�D
Lot-c 7E CBOT i -5
c, St-jo .1r.! , 11
EXISTING STAIR
SHARED WITH
NEIGHBOR
SITE PLAN
30 SCALE
TOPOGRAPHY NOTE:
TOPOGRAPHIC INFORMATION
DEPICTED WAS PROVIDED BY
OWNER AND HAS NOT BEEN FIELD
VERIFIED BY MC SQUARED, INC.
EXISTING UTILITIES NOTE:
EXISTING UTILITY INFORMATION WAS OBTAINED FROM BEST AVAILABLE
SOURCES AT THE TIME OF DESIGN. UTILITIES MAY EXIST ON SITE THAT ARE
NOT DEPICTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
RELOCATION OF CONFLICTING EXISTING UTILITIES WHETHER SHOWN OR NOT.
CALL FOR LOCATES BEFORE BEGINNING CONSTRUCTION.
DATE:
FEB. 1991
SITE CONSTRUCTION NOTES:
CALL BEFORE YOU DIG 1-800-424-5555
CZ)
CONSTRUCT DRAINAGE DITCH ACCORDING TO DETAIL THIS
SHEET.
DRAINFIELD AND RESERVE DRAINFIELD LOCATIONS SHOWN PER
OWNER. DO NOT DISTURB, PARK OR RUN CONSTRUCTION
EQUIPMENT IN THESE AREAS.
/ 3 INSTALL PRECAST TYPE 30 CATCH BASIN AND GRATE AT
\ LOCATION SHOWN. SEE DETAIL THIS SHEET. CONNECT
EXISTING CURTAIN DRAIN AT OWNER'S OPTION.
/ 4 \ CONSTRUCT DRAINAGE DITCH ACCORDING TO DETAIL THIS
/ SHEET.
INSTALL 6" HANCOR SURELOK OR ADS N-12 HDPE PIPE AS
SHOWN. PROVIDE MINIMUM 24" COVER TOP OF PIPE.
FOLLOW GROUND SLOPE.
6 > EXISTING WELL, LOCATION PER OWNER. DO NOT DISTURB.
7 7) INSTALL 4" PERFORATED PVC FOOTING DRAINS ADJACENT TO
FOUNDATION AS PER HOME PLANS. DO NOT COMBINE WITH
ROOF LEADERS.
(8) INSTALL 4" TIGHTLINE PE ROOF LEADERS. CONNECT TO
DOWNSPOUTS. PROVIDE CLEANOUT/SUMP TYPE CONNECTION
TO ALL DOWNSPOUTS FROM GUTTERS. COORDINATE WITH
HOME PLANS. DO NOT COMBINE WITH FOOTING DRAINS.
CFIELD LOCATE EXISTING 6" PVC TIGHTLINE. INSTALL PRECAST
TYPE 30 CATCH BASIN AND GRATE AT APPROXIMATE
LOCATION SHOWN. CONNECT TO EXISTING LINE AND STORM
DRAIN LINES. CONNECT ROOF DRAIN AND FOOTING DRAINS
AS SHOWN. SEE DETAIL THIS SHEET. .
FIELD LOCATE EXISTING 6" PVC TIGHTLINE. CUT IN AND
INSTALL FERNCO OR NEOPRENE COUPLER PER MANUF.
INSTRUCTIONS 6' BACK FROM TOP OF BLUFF.
�11\> PROVIDE ANCHORAGE TO TOP OF SLOPE. SEE DETAIL THIS
/ SHEET.
� 12) PROVIDE FLOW DISSIPATOR AT BOTTOM OF SLOPE. SEE
DETAIL THIS SHEET.
,13
PROVIDE FILTER FABRIC FENCE OR EQUIVALENT TO PRECLUDE
OFFSITE SILTATION OR MIGRATION OF DEBRIS INTO ADJACENT
PROPERTIES OR WATER. SEE DETAIL THIS SHEET.
(STORM DRAINAGE DESIGN MANUAL FIG B2
SIMI rSARSC 4/COIL W rr[ IISLL$
tiC ITbttt CS r u WTI TO ARAC11
WIC TO SIM
r rr. uawrH
roMIC O. COUn4Drt
I. MAX
r . t WOOS rota. rruruO olt C[TTT11
- OR COWL ALSMATT} [TID. MCC MITTS
r.r.l4S. WM
KSSIIC OS COW.
rate ruse
WTCRSL
rIIOINO(�/ 4os TO
Ir*NIS Cooo
Uw►TM
OIVLL e1I BOTh tI00 �/
or nova now rv1Ct
r s 4 W0o0 POST
ALT. f'RCL RVa rose
•
•
•
.
6
K
KING NG CCOCE
OUNTY, WASNIINGTON, SURFACE WATER DESIGN 'ANNUAL
FILTER FABRIC FENCE DETAIL
Pop B - 3
DRIVEWAY
FLOW
CENTERLINE
DITCH ON
PLAN -\
6' 0"
LANDSCAPING
OR LAWN GRASSED
SLOPE INTERCEPTOR DITCH
VARIES
FLOW
GRASSED
DITCH]
VARIES
6
DRIVEWAY DITCH SECTION
6' 0" r VARIES
CENTERLINE
DITCH ON
PLAN
6
INTERCEPTOR DITCH SECTION
DITCH SECTIONS
-ON
ELEVATION
ANCHOR DETAIL
ENERGY DISSIPATOR
ON BEACH
EROSION CONTROL RESPONSIBILITES NOTE:
EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE
PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION CONTROL. MEASURES. NO SILTATION OF
EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE
SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF —SITE PROPERTIES.
#4 REBAR
EA SIDE
WRAP OVER
PIPE TYP.
#4 REBAR EA SIDE
WRAP OVER PIPE
TYP.
PIPE
FIELD
-- BEND
OVER
PIPE
CONCRETE
FOOTING KEYED
INTO UNDISTURBED
SOIL
RIBBED PIPE
PLACED IN CONC.
I- 2x PIPE DIA.
SECTION
CATCHBASIN
T ROOF, STORM
FOOTING LINES
SEE PLAN VIEW
EXISITING
6" PVC
TIGHTLINE
70'
NEW HDPE
LINES, SEE
PLAN
PIPE W/P
CAPS
SIDE ELEVATION
1
8" DIA. PERF.
HDPE
DIFFUSER
PIPE W/PERF.
CAPS
6" TIGHTLINE
6" MINUS
QUARRY SPALLS
EXISTING
GRADE ON
BEACH
8" DIA. PERF.
HDPE
DIFFUSER QUARRY SPALLS
NOT SHOWN FOR
ERF.
CLARITY
r 6" TIGHTLINE
rt
r_=
I- 5' 0" 5' 0" --I
FRONT ELEVATION
DIFFUSER DETAIL
CATCH BASIN TYPE 30
WITH FRAME AND GRATE.
PROVIDE RISERS AS REQUIRED TO PROVIDE
24" CLEARANCE TO TOP OF PIPE.
FINISHED
GRADE -
z
lvt
N
INLET PIPE SLOPE
FOLLOWS TERRAIN
C
WHERE MORE
THAN ONE INLET
USE KNOCKOUT
ON OTHER WALL
CATCH BASIN DETAIL
HOUSE
SEE PLANS
OUTLET
PIPE
SLOPE
FOLLOWS
TERRAIN
SLOPE
VARIES
z
Si
N
DITCH
SEE PLANS FOR
DRAINAGE LINES
AND DITCHES IN
THIS AREA
FOUNDATION
DESIGN
BY OTHERS
(Z` J 1 S I o ti
CONSTRUCTION SEQUENCE AND
PROCEDURE:
PROPOSED DEVELOPMENT OF RESIDENTIAL
PROPERTY WILL INCLUDE SITE GRADING AND
EROSION CONTROL MEASURES DESIGNED TO
CONTAIN SILT AND SOIL WITHIN THE PROJECT
BOUNDARIES DURING CONSTRUCTION UNTIL
PERMANENT EROSION CONTROL MEASURES
ARE IN PLACE. EROSION CONTROL WILL BE
ACHIEVED BY A COMBINATION OF
STRUCTURAL/VEGETATIVE COVER MEASURES
AND CONSTRUCTION PRACTICES TAILORED TO
FIT THE SITE.
BEST MANAGEMENT PRACTICES (BMPS) WILL
BE EMPLOYED TO PROPERLY CLEAR AND
GRADE THE SITE. BEFORE ANY
CONSTRUCTION BEGINS ON —SITE, EROSION
CONTROL MEASURES SHALL FIRST BE
INSTALLED. THE PLANNED CONSTRUCTION
SEQUENCE IS AS FOLLOWS:
1. INSTALL ROCK CONSTRUCTION ENTRANCE.
USE 4" TO 8" DIAMETER SPALLS WITH 12"
MINIMUM DEPTH.
2. INSTALL FILTER FABRIC FENCING PER
PLAN AND AS NEEDED TO CONTROL
SEDIMENT RUNOFF.
3. CONSTRUCT TEMPORARY SEDIMENT
BASINS IF NECESSARY.
4. CLEAR SITE, TO INCLUDE DEMOLITION,
GRUBBING AND ROUGH GRADING AS NEEDED.
5. BETWEEN NOVEMBER 1 THOUGH MARCH
31, ALL DISTURBED AREAS GREATER THAN
5,000 SF THAT ARE TO BE LEFT UNWORKED
FOR GREATER THAN TWELVE (12) HOURS
SHALL BE STABILIZED BY EITHER MULCH,
SODDING OR PLASTIC COVERING.
6. INSTALL UNDERGROUND UTILITIES
(WATER, SEWER, STORM, ETC.) AS SHOWN
ON PLANS.
7. PROVIDE CATCH BASIN PROTECTION BY
INSTALLING STREAM GUARD FILTERS IN ALL
INLETS.
8. AFTER PAVING IS COMPLETE, INSTALL
LANDSCAPE, SOD AND/OR SEED AND MULCH
DISTURBED AREAS.
9. MAINTAIN ALL EROSION CONTROL
FACILITIES UNTIL THE ENTIRE SITE IS
STABILIZED AND SITE RUNOFF CEASES.
CONTRACTOR MUST DESIGNATE AN AREA FOR
WASHING EQUIPMENT AND CONCRETE TRUCKS
TO CONTROL RUNOFF AND PREVENT-- ENTRY
INTOSTORM DRAINAGE SYSTEMS.
DRAINAGE LEGEND
FOR SYMBOLS NOT SHOWN SEE
GRADING, SITE AND UTILITIES SHEETS.
CLEAN OUT
TO GRADE
SURFACE FLOW
DIRECTION
STORM DRAIN
LINE
FOOTING DRAIN
LINE
ROOF DRAIN
LINE
FILTER FABRIC
FENCING
SEE
NOTE
°CO
D
D
D
SOILS: VASHON RECESSIONAL OUTWASH
AND SANDS AND GRAVELS OVER
CONSOLIDATED SUBGLACIAL TILL.
15-30% SLOPES.
30 SCALE
0 15 30 60
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DESIGN NI
MJL
DRA1A's 81
MJL
DATE
9-27-01
SC ALE
AS -SHOWN
JOB NO.
21655
SHEET NO.
D-01