11-100542 (2)4" TRIM
4" BEVE
4" MM (TYP)
4' BEVELED 510ING
6" TRIM AT ALL
WINDOWS 8 DOORS
LAMB'S GATE PRESBYTERIAN CHURCH OF SEATTLE
PASTOR KWANG H, KIM
2a850 le th AVENUE SOUTH.
FEDERAL WAY, WA5HINOTON c0005
REAR ELEVATION
SCAM 1141- r
COMP ROOFING OVER
15# BUILDING PAPER
12"
RIGHT ELEVATION
SCALE 1/4•-1'
1
6t ---
r—comp ROOFING OVER
15# BUILDING PAPER
6 t--
12
TRIM
TRIM MIR)
BEVELED SATING (r.(N
COMP ROOFI1,16 OVER
15# BUILDING PAPER
RESUBMITTE
Permit Number Lc_ —� JUL 2 6 2011
ApWved BY4 , ,- CITY OF FEDERAL WAY
Date' CDS
Copr
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l.1155
LAMB'S GATE PRESBYTEPJAN
GF9iRC 4 OF 5EA7TLE
29850 IBTH AVENIE SOUTH
PE>aERAL WAY, WASHINGTON a8003
Ject
LAMB'S &ATE PREwyTERIAN OHURrH
2ga50 l87N ftVENIfE SOUTH
f•�EDERAL WAY, WASHINOTON Q8003
ELEVt
ATIONS TIO,glptlon
dras�rt �
LEONARD 5. BERNHOFT
cam"'
L5B /BSMACV
sGQ e d
AS SHOM 0410612011
I dtsctplina
I
,job num-err "'-
2011-1-1
5heet r
3
A-5 -j
ROCKERY
I
2-10" HEM I
I o
I 26 Fill
I
uJ a ;„� a y' 2 FIB
\ e
°
f _. EX. 10' DRAINAGE ESMT.
Il —.
ti..-.,24» FIR
° 4 V I\\
6625
/ (RFC NO 31) I I
U ° —
r
li d °°i G S
II ° 20 CED
/(
I L °
° I
ll...... i
. .. .. / W • 18" IR I O
II00
IlIl A=49'47'11"C....,:..:....... R=88.753 (C)(P)° a
SIG SOY -
30'
sE(TYP.� Nw
. L=77.12'(C� �d W .........
- "."..:. . 3 651 S.F. W W EAW W W W O
' 24" FIR '
W W W
/
ll //00 MIN. 10' TYPE III LANDSCAPING (TYP.)
_ X
❑ -- ❑ ❑ Nag- 7'`65�'W-4 X X X X
100'f (10' WIDE) TYPE II LANDSCAPING
Il �/ EX. 10 SEWER ESMT. (AS SHOWN ON
ll APPROVED LAKEHAVEN UTILITY DISTRICT
LANDSCAPE AREAS: LAWN AREA CALCULATION: PROJECT REV.
—14— 7 DATED 29-0 )
REV. 3-14-07, REV. 5-29-08)
it
li
IC TYPE III BUFFER: 7,185 S.F. TOTAL LANDSCAPE AREA: 19,457 S.F.
II III I LANDSCAPED SLOPE: 2,533 S.F. TOTAL LAWN AREA: 6,896 S.F.
II PARKING LOTS: 2,943 S.F. LAWN AREA AS A % OF TOTAL: 35.44%
II II III II LAWN AREAS: 6,896 S.F. PRESENCE OF EXISTING I
Ill it SIGNIFICANT TREES: SEWER LINE MAY REQUIRE
II I LANDSCAPE: MODIFICATION OF PLANT
IIl
f PARKING LOT LAN. I III I THE SITE CONTAINS 12 SIGNIFICANT TREES SELECTIONS
lI III I REQUIRED: 20 S.F./STALL OR 800 S.F. MIN. WITH A CALIPER OF 12" OR GREATER. 9 TREES WE PLAN Apr&oval, I
Il I PROVIDED: 2,943 S.F. ARE TO BE SAVED, 3 TREES ARE TO BE Ptx
III d �► �y; -
II I REMOVED, SAVING 75% OF SIGNIFICANT TREES. tom:
II I� III I REPLACEMENT TREES ARE NOT REQUIRED.;
GOP�IAPHIIC SCALE
10 20
( IN FEET )
1 inch = 20 ft.
25' SLOPE
SETBACK
TOE OF STEEP
SLOPE
40
REV. NO. DATE DESCRIPTION APPROVED
. - S DALEY-MOFIROW—POBLETE, INC. CLIENT LAMB'S GATE PRESBYTERIAN CHURCH
�0 P� 726 AUBURN WAY N.
WAsyAUBURN, `�NASHINGTON 98002 29850 18th AVE. S., FEDERAL WAY, WA. 98003 �F � �lF
ti PHONE: 253-3.3_-2200, FAX: 253-333-2206 PHONE No. (253)632-9101
PROJECT LAMB'S GATE PRESBYTERIAN CHURCH
PRELIMINARY LANDSCAPE PLAN
l 28352 0 �� ENGINEERING — SURVEYING
F' ' l S T Eyl G��`� Q D LAND PLANNING
IONAL E� incorporataa DRAWN By LM SCALE 1" = 20' DRAWING 11105ENG 11
SHEET -------
aaPRovED ASP DATE JUL. 22, 2011 does 11105 of ----12
STAMP NOT VALID UNLESS SIGNED DATED ------
o. not 1 1 1 _ 111 1 .— In— 17 -1—
A Mis10 -
A E PREP' CAI
SW 114 OF SECTION 4,
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC),
APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE
DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE
KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY
OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR
VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE
AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY
ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE
CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF
ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS,
ELECTRICITY, ETC.)
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE
HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION
REPRESENTATIVE,
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7
A.M. TO 8 P.M., MONDAY THROUGH FRIDAY AND
9 A.M. TO 8 P.M. ON SATURDAYS.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY.
8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY
REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF
FEDERAL WAY AT LEAST THREE DAYS PRI,:'K TO CONSTRUCTION.
9, VERTICAL DATUM SHALL BE KCAS OR NG"r_'--29.
10. GROUNDWATER SYSTEM CONSTRUCTION S-;ALL_ BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE
EASEMENTS, BUT NOT JNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE
CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRkNCHES IN THE RIGHT OF �':AY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK
AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE
TRAVEL' D WAY TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED
FLOWABLE FILL AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE
AGGREGATE WILL BE 3/8-INCH MINUS.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE
WITH WSDOT 2=06.3.
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE
PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS, ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE
OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT
MAY INTERRUPT NORMAL. TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. ALL SECTIONS OF THE :WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC
CONTROL, SHALL APPLY.
15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST
EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE.
17. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT
EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS
DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
18. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM, ALL STREET LIGHT SYSTEM
J-BOXES SHALL BE SPOT WELDED SHUT USING A 1" WELD ON OPPOSITE CORNERS.
OTHER PERMIT:
1. CONTRACTOR WILL GET THE BUILDING PERMIT PRIOR TO LOT GRADING. PERMIT SPECIALIST CAN BE REACHED
AT (253) 835--2607 FOR MOR INFORMATION.
2. UTILITY COMPANIES MUST OBTAIN RIGHT-OF-WAY PERMITS FOR UTILITY WORK WITHIN THE PUBLIC
RIGHT-OF-WAY: KATHLEEN MESSINGER CAN BE REACH AT (253) 835-2725 FOR MORE INFORMATION.
TOWNSHIP 21N, RANGE
:CALL: N IS
Call
before you
DIg.
1— 800— 424- 5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
4E, W.M.
TABLE
OF CONTENTS
.5HEXT
NO.
TITLE
1
OF
12
COVER SHEET
2
OF
12
EXISTING CONDITION
3
OF
12
HO \i7ONTAL SITE PLAN
4
OF
12
T.E.S.C. AND DETAILED GRADING PLAN
5
OF
12
T.E.S.C. AND DETAILED GRADING NOTES AND DETAILS
6
OF
12
ROAD AND STORM PLAN
7
OF
12
ROAD AND STORM PROFILES
8
OF
12
NOTES AND DETAILS
9
OF
12
NOTES AND DETAILS
1:
OF
12
DETENTION POND DETAILS
NOT INCLUDED
11
OF
12
LANDSCAPI- PLAN
AT THIS TIME
12
OF
12
LANDSCAPE LEGEND, NOTES AND DETAILS
1
OF
2
18TH AVENUE SOUTH IMPROVEMENTS
2
'_`E
2
STREET FRONTAGE DETAILS
1.% GAL DESCRIPTION
LOTS 11 AND 12, BLOCK 2, JENNETTE SOUNDVIEW
T-''ACTS, ACCORDING TO PLAT RECORDED IN VOLUME
44 OF PLATS, PAGE 68, RECORDS OF KING COUNTY,
WASHINGTON
DAT UM
NGVD 29
BENCHMARK
(CITY OF FEDERAL WAY BM 2172-34-1) NORTHEAST BOLT
ON SIGNAL BASE AT THE SOUTHWEST QUADRANT OF SOUTH
304th STREET AND PACIFIC HIGHWAY SOUTH. AVENUE SE.
ELEVATION 481.96
BASIS OF BEARING
THE MONUMENTED CENTER LINE OF 20TH AVE. S. BEARING
NOO`26'50"W
h1ERIDIAN
JEANETTE SOUNDVIEW TRACTS VOL. 44/68-69
SITE ADDRESS
29850 18TH AVE. S, FEDERAL WAY, WA 98003
FARCEL Nos.
3674400155
3674400160
FEDERAL WAY PUBLIC WORKS INSPECTION/
NOTIFICATION PHONE: 253-835-2700
PEFf A .
UN cy
APPROVED do
DATE
8: \PROJECTS\ 11 - 105 LAMBS CATE CHURCH\DWG% 7 1 10'
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- =- - EX. 10' SEWER ESMT. (AS SHOWN ON
APPROVED LAKEHAVEN UTILITY DISTRICT
PROJECT NO. 6106025, DATED 3-5-07,
REV. 3-14-07, REV. 5-29-08)
r I
III I
I IL II _
THREE -HEAD POST LANTERN
III, �I _
III I Specifications
IIi I Assembled Depth (in.) : 27.5 in
Assembled Height (in.) 84 in
III II !Assembled Width (in.}: 27.5 in
Bulb Type: Incandescent
IIII CSA Listed: No
I Color/Finish : Black
Depth (in)'* 14.53 in
Dusk to Dawn: No
ETL Listed : No
Energy Star Compliant: No -
Exterior Lighting Product Type : Post Light
Fixture Finish: Black
Fixture Material: Cast Aluminum, Steel, Glass
Glass/Lens Type: Clear
height (in} : 18.43 in
REV. NO. DATE I DESCRIPTION APPROVED
Item Package Type: Cardboard Container
Item Weight: 20.86 lb
Light Source: Incandescent
M
25' SLOPE
SETBACK
TOE OF STEEP
SLOPE
3
0
(n
v /
b/ O
LL
Ld
D
anufacturer Warranty . N!A
- Maximum Bulb Wattage: 100.0 W
17$o Lur FH$
APPROVED
DATE
ER S .
p�
DALEY-MORROW-POBLETE,
726
INC.
WEAR
LAMB'S GATE PRESBYTERIAN CHURCH
�Q
�Q of
WAS/�B�
ti F
AUBURN
AUBURN, WASHINGTON
PHONE: (253)333-2200
WAY NORTH
98002
FAX: (253)333-2206
29850 18TH AVE. S, FEDERAL `WAY, WA 98003
PHONE No. (253) 632-9101
1
-
PROJECT
GATE PRESBYTERIAN CHURCH
28352
/
ENGINEERING - SURVEYINGLAMB'S
HORIZONTAL SITE PLAN
S 10, G���`
LAND PLANNING
AL
�ncorpora to cl
DRAWN BY ASP
.SCALE 1„ = 20'
DRAWING 11105ENG
3---
-
SHEET __
STAMP NOT VALID UNLESS SIGNED & DATED
APPROVED ASP
DATE JUL. 22, 2011
JOB# 11-105
OF ___12_____
Br\PROJECTS\ 11-- 105 LAMBS GATE CHURCH\DWG\ 11105ENC.1
INTERCEPTOR
| /
| u- ROAD CROSSING
WOOD FENCE f"'� m::: .
(L
460
CLEARINU
V.
'
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U U 3 RE FENCE 5 WOOD FENCE
8 ' -
SILT FENCE (TYP')
'
N -REV NO- I DA TE DESCRIPTION APPROVED
N '
S.
DALEY-MORROW-POBLETE,
INC.
CLIENT LAMB'S GATE PRESBYTERIAN CHURCH
726 AUBURN WAY NORTH
29850 18TH AVE. S, FEDERAL WAY, WA 98003
PROJECT
LAMBS GATE PRESBYTERIAN CHURCH
SURVEYING
R-\PPn.IrrT'Zl 11-7f)'; /AMPIZ =TFr==r"^"=`'`m""^
EROSION/SEDIMENTATION CONTROL NOTES:
1. Approval of this Erosion/Sedimentation Control (ESC) plan does not L
UBLIC RIGHT-OF-WAY
constitute an approval of permanent road or drainage design (i.e. size
P
and location of roads, .pipes, restrictors, channels, retention facilities,
utilities; etc.). JOINTS IN FILTER FABRIC SHALL BE SPLICED 4.5' 4.5'
AT POSTS. USE STAPLES, WIRE RINGS, OR 2"x2" BY 14 Ga. WIRE OR
2. The implementation of these ESC plans and the construction, - 12" MININIMUM EXIST.
maintenance, replacement, and upgrading of these ESC facilities is the EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT, IF STANDARD PVM'T.
9 9 STRENGTH FABRIC USED
responsibility of the applicant/contractor until all construction is
approved.
FI
LTER R FA TE BRIG 3. The. boundaries of the clearing limits shown. on this Ian shall be .....
clearl flogged in the field prior t construction.' rin the -
oDu
P� U7 Y 999
construction .period, no disturbance beyond the flogged clearing limits 0
N 3-7 •- .,
shall be ermitted The fla in shall be maintained b the 1
EXIST. GEOTEXTILE
GROUND
1
u7
a licantpcontractor for the duration of y 0.5' MIN. : 100' W >- PP / va r-Q
construction. o o
KEY ROCK INTO SWALE 04 o Q
4. The ESC facilities: shown on this plan must be constructed in - F
-III-III I I. lilt h I z MIN. 400
conjunction with all clearing and grading activities, and in such a IIII�I „ IIIIII�I�II�II�II�III-III III-11..1 III: III -
„ Mmanner as. to insure that sediment laden water. does not enter the 14�11�11- drainage system or violate applicable water standards: If-� N m f6' MAX. MINIMUM 4"x4" TRENCH- INTERCEPTOR DITCH X-SECTION & ROCK CHECK DAM - EXIST °O5. e ESC acilities shown on this plan are the minimum requirements for °anticipated site conditions. During -'the construction period, these BACKFILL TRENCH WITH GROUND o 0NATIVE SOIL OR 3 4"-1.5" °o°° OESC facilities shall be upgraded (i.e additional sumps, relocation of POST SPACING MAY BE INCREASED / 0 O
FRONT VIEW % % O000ditches and silt fences, etc.) as needed for unexpected storm events. TO 8' IF WIRE BACKING 15 USED WASHED GRAVEL ) %�\\\��\\\%\\\ i\\\ i\\\%\\\%\\\-\\\�i\\\!io °°oJ U^ O 335M000 ODO O00000000000 0 O 0 aDJWQ �\ 8000 0 00 00 $o o2 x4 WOOD POSTS, STEEL FENCE o°4>Q� 8 o a 80 00
6. The ESC facilities shall be inspected dail .b h a lican contractor D X W / 0
0 0 0 8 0
P daily.by the PP t/ POSTS, REBAR, OR EQUIVALENT W c� z % 0 0 006 �
and maintained as necessaryto ensure their continued functioning. 1 z a - \ ° o F _
9 NOTE. FILTER FABRIC FENCES SHALL BE W _ �. �\ 8 4 , TO 8 0 U)
INSTALLED ALONG CONTOUR WHENEVERI - MIN. o a - / °
CO OU POSSIBLE QUARRY SPACES x
7. Any area stripped of vegetation, including roadway embankments, where FLOW 5O o w `� o0 0° o W a
no further work .is anticipated or a period of 15 days, shall be-� o: a\� o o°o 0 0 0 0 °
P P Ys,
1, ii�, iIi a w o°o°° 000 °080D00000 °o 0 800 8°0 0 0
immediately stabilized with the approved ESC methods (i.e. seeding, - �- o o 0000 0000 0000cbo®o a000 wog0000000 8o0 oo 0 0 ° o8d�
mulching, netting, erosion _blankets, etc:) FL -OW %\\\,i\\\ i\\\ i\\\ i\\\ i\\\ i\\\!i\\\!i\\\�i 00
o°°
MAINTENANCE STANDARDS �- = SUMP BEHIND ROCK CHECK DAM o 000 0
_iii_ ill: >ri= $ o
. - L i _ - SHALL BE INSPECTED DAILY 8c O o
8. Any .area needing ESC measures, not requiring immediate attention, 1. :ANY DAMAGE SHALL_ BE REPAIRED IMMEDIATELY. � -_ _ _ i i � _ / i l,, - > i l _ _
9 ri I l i t I I= CLEANED WHEN COLLECTED DEBRIS S° pO
hall be addressed within 15 days: _ .p ° o
2: IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND
0.5, 1' EXCEEDS 1/2 OF ITS DEPTH` 0CIC
• • • KEY ROCK 0
9. The ESC facilities on inactive sites shall be inspected and maintained a CONVEYED TO A SEDIMENT TRAP OR POND. 5
minimum of once a month or within the 48 hours following a storm INTO SIN. .
event: . IT I IMPORTANT 0.25' MIN:
3 STO CHECK THE UPHILL SIDE OF THE FENCE FOR. SIGNS OF THE FENCE CLOGGING AND NOTE:
ACTING AS A BARRIER TO FLOW' AND THEN CAUSING. CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF K A 4" MIN
10. At no time shall more than one foot of .sediment be allowed to THIS OCCURS, REPLACE THE FENCE 'AND/OR REMOVE THE TRAPPED SEDIMENT ROC SHALL -BE LL BE US QUARRY ROCK
accumulate within a catch basin. All catch basins and conveyance lines '
shall be cleaned prior to paving.' The cleaning operation shall not flush 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH.
sediment -laden water into the downstream system. ROCK CHECK DAM X-SECTION
5 IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
11. Stabilized construction entrances and wash pads shall be installed at the
beginning of construction and maintained for the duration of the
project. Additional measures may be required to insure that all paved
areas are kept clean for the duration of the project. y,
12. Wet season requirements as described in Appendix D, Section D.5.2"of SILT FENCE WI tIl LINEAR TRENCH
the 1998 KCSWDM are in effect beginning October 1 through April 30. N . T. S.
13. Any permanent retention/detention facility used as a temporary settling
basin shall be modified with the necessary erosion control measures and
shalt provide adequate storage capacity. If the permanent facility is to
function ultimately' as an infiltration or dispersion system, the facility
shall not be used as a temporary settling basin. No underground
detention tanks or vaults shall be used as a temporary settling basin.
14. Where ,seeding for temporary erosion control is required, fast
germinating grosses shall be applied at an appropriate rate (i.e.,
annual ,or perennial rye applied at approximately 80 pounds per acre).
15 Where straw mulch for temporary erosion control is required, it shall be
applied at a minimum thickness of two inches.
16. Management practices providing significant tree protection shall be
provided per Section 22-1568 (C) (6) (A-G) of FWCC.
CONSTRUCTION SEQUENCE:
1. Before any construction or development activity, a Preconstruction
Meeting must be between the City of Federal Way, Ahe applicant and
applicant's construction representative.
2. Flag clearing, limits.
3. Install stabilized construction entrance:
4. Install; filter fabric fence as indicated on plan.
5. Install catch basin protection to existing catch basins as shown on the
plan.
6. Construct sediment trap:
7. Clear and grub areas of the site to be rough graded or filled.
8 Rough grade site and install storm conveyance system. Provide
inlet ,protection where indicated.
9. Install remaining. utilities, dry wells and construct building.
10. Finish grade site and construct asphalt parking areas, access drives,
sidewalks curbs and utters
TEMPORARY EROSION CONTROL SEED MIX
WEIGHT
% PURITY
% GERMINATION
CHEWINGS OR RED FESCUE
40
98
90
FESTUCA RUBRA VAR. COMMUTATA OR
FESTUCA RUBRA
ANNUAL OR PERENNIAL RYE
40
98
90
LOLIUM MULTIFLORUM OR LOLIUM PERENNE
REDTOP OR COLONIAL BENTGRASS
10
92
85
AGROSTIS ALBA OR AGROSTIS TENUIS
WHITE DUTCH CLOVER
10
98
90
TRIFOLIUM REPENS
APPLICATION RATE SHALL BE 120 LBS PER ACRE
TEMPORARY EROSION CONTROL
SEED MIX TABLE
g WET SEASON PROVISIONS:
11. Complete site stabilization in accordance with landscape plans.
All of the following provisions for wet season construction are detailed in the
12. Construct detention pond and install outlet pipes and storm filter. referenced sections. These requirements are listed here for the convenience of
the designer and the
13. Clean storm drainage system, on and off site, of all sediment and ; reviewer.
debris. 1. The allowed time that a disturbed area can remain unworked without
14. Remove temporary erosion control facilities when site is completely cover measures is reduced to two days, rather than seven (Section
D.4.2):
stabilized.
2. Stockpiles and steep cut and fill slopes are to be protected if unworked
for more than 12 hours (Section D.4.2).
3. Cover materials sufficient to cover all disturbed areas shall be
stockpiled. on site (Section. D.4.2).
4. All areas that .are to be unworked during the wet season shall be
seeded within one week of the beginning of the wet season (Section 0).
5. Mulch is required to protect all seeded areas (Section 0).
6. Fifty linear feet of silt- fence (and the necessary stakes) per acre of
disturbance must be stockpiled on site (Section D.4.3.1)
7. Construction road and parking lot stabilization are required for all sites
unless the site is underlain by coarse -grained soil (Section D.4:4.2).
8. Sediment retention is required unless no offsite discharge is anticipated
for the specified design flow (Section D.4.5).
9. Surface water controls are required unless no offsite discharge is
anticipated for the specified design flow (Section 0).
10. Phasing and more conservative BMPs must be evaluated for
construction activity near surface waters _(Section:D.5.3).
11. Any runoff generated by dewatering shall be treated through
construction of a sediment trap (Section D.4.5.1) when there is
sufficient space. or by releasing the water to a well -vegetated, gently
sloping area. Since pumps are used for dewatering, it may be possible
to pump the sediment -laden water well away from the surface water so
that vegetation can be more effectively utilized for treatment. A straw
bale filter shall be placed around the discharge from the dewatering,
pump. if there is not space for a sediment trap or 25 feet of suitable
vegetation, other filtration methods shall be required consistent" with
KCC 9. 12.
: 12. The frequency of maintenance review increases from monthly to weekly
(Section D.5.4).
1998 King County Surface Water Design Manual, .Appendix D, page D-42
(SIDE VIEW)
DITCH SLOPE
CHECK DAM SPACING
0 - 5%
150'
5 - 10%
100'
> - 10%
50'
TYPICAL INTERCEPTOR DITCH
W/ROCK CHECK DAM
N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
4 1' MIN. OVERFLOW
MIN.
DISCHARGE TO STABILIZED
1' MIN. CONVEYANCE, OUTLET OR
3.5'- 1' MIN S ., ;ar. _..-:.. , ;v...- LEVEL SPREADER
FLAT BOTTOM .1.5' MIN.
RIPRAP
2"-4" ROCK
NOTE: 3/4"-1 1 /2" WASH GRAVEL
TRAP MAY BE FORMED BY BERM OR BY GEOTEXTILE `
PARTIAL OR COMPLETE EXCAVATION
CROSS SECTION
N.T.S.
6'
MIN.
1' MIN. DEPTH OVERFLOW SPILLWAY
11,
1' MIN. DEPTH
NATIVE SOIL OR 2" - 4 ROCK
COMPACTED BACKFILL\\///
1' MIN: DEPTH
GEOTEXTILE 3/4" - 1.5"
WASHED GRAVEL
SEDIMENT TRAP OUTLET
N.T.S.
M'AftTENANCE STANDARDS
1. SEDIMENT SHALL BE REMOVED FROM TRAP. WHEN IT REACHES 1 FOOT IN DEPTH.
2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED.
SEDIMENT TRAP
N.T.S.
10>
ROAD
/GRADE
j/5.
- 4" MIN. DEPTH ROCK (4" MIN. FACE)
1 0"
ROAD CROSSING SWALE
N.T.S
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PHONE: (253)33-22001NGFAX: (2TON 530)333-2206
29850 18TH AVE. S, FEDERAL WAY, WA 98003
PHONE No. (253) 632-9101
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PROJECT _
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DALEY-MORROW-POBLETE, INC.
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WASy 6�
726 AUBURN WAY NORTH
AUBURN,
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WASHINGTON 98002
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BENCHMARK
CITY OF FEDERAL _WAY BM NO 2166-37
SOUTHWEST CORNER PSPL VAULT 50 FEET± NORTH OF
28352
ENGINEERING - SURVEYING
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SOUTH 356TH STREET, 35 FEET± EAST OF FOURTH AVENUE.
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LAND PLANNING
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DRAINAGE NOTES:
1. Proof of liability insurance shall be submitted to the City prior to the
Preconstruction Meeting.
2. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with WSDOT 7-02.3(1). This shall include
leveling and compacting the trench bottom, the top of foundation
material, and required pipe bedding, to a uniform grade so that the
entire pipe is supported by a uniformly dense unyielding base.
3. Steel pipe shall be galvanized and have Asphalt Treatment #1 or better
inside and outside.
4. All drainage structures, such as catch basins and manholes, not located
within a traveled roadway or sidewalk, shall have solid locking lids. All
drainage structures associated with a permanent retention/detention
facility shall have solid locking lids.
5. All catch basin grates shall conform to CFW Drawing Numbers 4-1, 2, 3,
4 or 5.
6. All driveway culverts located within the right of way shall be of sufficient
length to provide a minimum 3:1 slope from the edge of the driveway to
the bottom of the ditch. Culverts shall have beveled end sections to
match the side slopes.
7. Rock for erosion protection of ditches, channels and swales, where
required, must be of sound quarry rock, placed to a depth of one foot
and must meet the following specifications: 4"-8" rock/40%-70%
passing; 2"-4" rock/30%-40% passing; and —2" rock/10%-20% passing.
Installation shall be in accordance with KCRS Drawing Number 51 or as
amended by the approved plans. Recycled asphalt or concrete rubble
shall not be used.
8. Lots not approved for infiltration shall be provided with drainage outlets
(stub —outs). Stub —outs shall conform to the following:
A. Each outlet shall be suitably located at the lowest elevation on the
lot, so as to service all future roof downspouts and footing drains,
driveways, yard drains, and any other surface or sub —surface drains
necessary to render the lots suitable for their intended use. Each outlet
shall have free —flowing, positive drainage to on approved stormwater
conveyance system or to an approved outfall location.
B. Outlets on each lot shall be located with a five—foot high, 2 x 4
stake marked "Storm". The stub —out shall extend above surface level, be
visible and be secured to the stake.
C. Pipe material shall conform to underdrain specifications described in
KCRS 7.04 and, if non—metallic, the pipe shall contain wire or other
acceptable detection.
D. Drainage easements are required for drainage systems designed to
convey flows through individual lots.
E. The applicant/contractor is responsible for coordinating the locations
of all stub —out conveyance lines with respect to the utilities (i.e. power,
gas, telephone, television).
F. All individual stub —outs shall be privately owned and maintained by the
lot homeowner.
MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION
MAINTENANCE INSTRUCTIONS FOR BASIC DISPERSION
YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST
YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST
MANAGEMENT PRACTICE) CALLED "LIMITED INFILTRATION," WHICH WAS INSTALLED TO MITIGATE THE
MANAGEMENT PRACTICE) CALLED "BASIC DISPERSION,- WHICH WAS INSTALLED TO MITIGATE THE
STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OF THE IMPERVIOUS SURFACE ON THE
STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OF THE IMPERVIOUS SURFACES ON YOUR
PROPERTY. LIMITED INFILTRATION 1S A METHOD OF SOAKING RUNOFF FROM IMPERVIOUS AREA
PROPERTY. BASIC DISPERSION IS A STRATEGY FOR UTILIZING ANY AVAILABLE CAPACITY OF
(SUCH AS PAVED AREAS AND ROOFS) INTO THE GROUND. INFILTRATION DEVICES, SUCH AS
ONSITE VEGETATED AREAS TO RETAIN, ABSORD, AND FILTER THE RUNOFF FROM DEVELOPED
GRAVEL FILLED TRENCHES, DRYWELLS, AND GROUND SURFACE DEPRESSIONS, FACILITATE THIS
SURFACES. THIS FLOW CONTROL BMP HAS TWO PRIMARY COMPONENTS THAT MUST BE
PROCESS BY PUTTING RUNOFF IN DIRECT CONTACT WITH THE SOIL AND HOLDING THE RUNOFF
MAINTAINED: (1) THE DEVICES THAT DISPERSE RUNOFF FROM THE DEVELOPED SURFACES AND (2)
LONG ENOUGH TO SOAK MOST OF IT INTO THE GROUND. TO BE SUCCESSFUL, THE SOIL
THE NATIVE VEGETATED AREA OVER WHICH RUNOFF IS DISPERSED.
CONDITION AROUND THE INFILTRATION DEVICE MUST BE ABLE TO SOAK WATER INTO THE GROUND
FOR A REASONABLE NUMBER OF YEARS.
DISPERSION DEVICES
THE INFILTRATION DEVICES USED ON YOUR PROPERTY AS INDICATED ON THE PLAN ARE
THE DISPERSION DEVICE USED ON YOUR PROPERTY AS .INDICATED ON THE PLAN ARE SPASH
DRYWELLS. THE SIZE, PLACEMENT, AND COMPOSITION OF THE DEVICES AS DEPICTED BY THE
BLOCKS. THE SIZE, PLACEMENT, COMPOSITION, AND DOWNSTREAM FLOWPATHS OF THE DEVICE AS
PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN
DEPICTED ON PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED
APPROVAL EITHER FROM THE CITY OF FEDERAL WAY OR THROUGH A FUTURE DEVELOPMENT
WITHOUT WRITTEN APPROVAL EITHER FROM THE CITY OF FEDERAL WAY OR THROUGH A FUTURE
PERMIT FROM THE CITY.
DEVELOPMENT PERMIT FROM THE CITY.
INFILTRATION DEVICES MUST BE INSPECTED ANNUALLY AND AFTER MAJOR STORM EVENTS TO
THE DISPERSION DEVICE MUST BE INSPECTED ANNUALLY AND AFTER MAJOR STORM EVENTS TO
IDENTIFY AND REPAIR ANY PHYSICAL DEFECTS. MAINTENANCE AND OPERATION OF THE SYSTEM
IDENTIFY AND REPAIR ANY PHYSICAL DEFECTS. WHEN NATIVE SOIL IS EXPOSED OR EROSION
SHOULD FOCUS ON ENSURING THE SYSTEM'S VIABILITY BY PREVENTING SEDIMENT -LADEN FLOWS
CHANNELS ARE PRESENT, THE SOURCES OF THE EROSION OR CONCENTRATED FLOW NEED TO BE
FROM ENTERING THE DEVICE. EXCESSIVE SEDIMENTATION WILL RESULT IN A PLUGGED OR
IDENTIFIED AND MITIGATED. CONCENTRATED FLOW CAN BE MITIGATED BY LEVELING THE EDGE OF
NON-FUNCTIONING FACILITY. IF THE INFILTRATION DEVICE HAS A CATCH BASIN, SEDIMENT
THE PERVIOUS AREA AND/OR REALIGNING THE SPLASH PAD.
ACCUMULATION MUST BE REMOVED ON A YEARLY BASIS OR MORE FREQUENTLY IF NECESSARY.
PROLONGED PONDING AROUND OR ATOP A DEVICE MAY INDICATE A PLUGGED FACILITY. IF THE
VEGETATED FLOWPATHS
DEVICE BECOMES PLUGGED, IT MUST BE REPLACED. KEEPING THE AREAS THAT DRAIN TO
INFILTRATION DEVICES SWEPT AND CLEAN WILL ENHANCE THE LONGEVITY OF THESE DEVICES.
THE VEGETATED AREA OVER WHICH RUNOFF IS DISPERSED MUST BE MAINTAINED IN GOOD
FOR ROOFS, FREQUENT CLEANING OF GUTTERS WILL REDUCE SEDIMENT LOADS TO THESE DEVICES.
CONDITION FREE OF BARE SPOTS AND OBSTRUCTIONS THAT WOULD CONCENTRATE FLOWS.
j
j
ROOF DOWNSPOUT: roof downspout
SERVES UP TO 700 S.F. building
OF ROOF AREA
BUILDING
50' MIN. VEGETATED
FLOW PATH
SPLASH
BLOCK
a
flow
roof
downspout
PLAN VIEW
NTS
catch basin or
yard drain
(see plan)
12'X12'
hole filled with
1 2" - 3" washed
drain rock
O
DOWNSPOUT EXTENSION roof downspout mark center of hole
with 1" capped PVC
overflow or other means
building flush with surface
splash block topsoi -,
ROOF DOWNSPOUT SPLASHBLOCK
N.T.S.D 0 1' min.
flow
fine mesh scree min 4" dia.
PVC pipe �o
MAINTENANCE INSTRUCTIONS FOR NON —VEGETATED PERMEABLE catch basin LQ(��� min. 4.6g
PAVEMENT (yard drain) � 12' X 12' � for new building
sides of ho 0,C hole filled with�o min. 6.9 for existing building
lined with 10o 1 Z" - 3" washed 0�
YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST filter fabric
0 drain rol
MANAGEMENT PRACTICE) CALLED "PERMEABLE PAVEMENT," WINCH WAS INSTALLED TO MINIMIZE 15' min.
THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OF THE PAVED SURFACES ON YOUR
PROPERTY. PERMEABLE PAVEMENTS REDUCE THE AMOUNT OF RAINFALL THAT BECOMES RUNOFF
BY ALLOWING WATER TO SEEP THROUGH THE PAVEMENT INTO A FREE —DRAINING GRAVEL OR min. V above seasonal
SAND BED, WHERE IT CAN BE INFILTRATED INTO THE GROUND. high groundwater table
THE TYPE OF PERMEABLE PAVEMENT USED ON YOUR PROPERTY IS POROUS ASPHALTIC DRY WELL
CONCRETE. SECTION
THE AREA COVERED BY PERMEABLE PAVEMENT AS DEPICTED ON THE PLAN AND DESIGN DETAILS NTS
MUST BE MAINTAINED AS PERMEABLE PAVEMENT AND MAY NOT BE CHANGED WITHOUT WRITTEN
APPROVAL EITHER FROM THE CITY OF FEDERAL WAY OR THROUGH A FUTURE DEVELOPMENT
PERMIT FROM THE CITY. DRYWELL INFILTRATION SYSTEM
PERMEABLE PAVEMENTS MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE
SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT N. T. S.
SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS
OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND
RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. A TYPICAL PERMEABLE PAVEMENT SYSTEM
HAS A LIFE EXPECTANCY OF APPROXIMATELY 25—YEARS- TO HELP EXTEND THE USEFUL LIFE OF
THE SYSTEM, THE SURFACE OF THE PERMEABLE PAVEMENT SHOULD BE KEPT CLEAN AND FREE
OF LEAVES, DEBRIS, AND SEDIMENT THROUGH REGULAR SWEEPING OR VACUUM SWEEPING. THE
OWNER IS RESPONSIBLE FOR THE REPAIR OF ALL RUTS, DEFORMATIONS, AND/OR BROKEN PAVING
UNITS.
DALEY-MORROW-POBLETE,
INC.
�O ER
S.
P�
WASy B�
726 AUBURN
WAY NORTH
AUBURN, WASHINGTON 98002
PHONE: (253)333-2200 FAX: (253)333-2206
28352
Fss�oNA
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ENGINEERING - SURVEYING
101 ��
LAND PLANNING
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incorporated
STAMP NOT VALID UNLESS SIGNED & DATED
PERMIT NO.
APPROVED
DATE
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STANDARD OUTLET RISER
FLOWKIT: 40A
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5' DRAFT
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES.
045 MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
1.8'
SPECIFIC FLOW RATE (gpm/so
2 gpm
I 1 gpmM2
2 gpm
1 gpMfftZ
2 gpm
1 gpm'
CARTRIDGE FLOW RATE (gpm)
22.5
1 1125
15
7.5
10
5
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
CB #3
WATER QUALITY FLOW RATE (crs)
0.04 CFS
PEAK FLOW RATE (crs)
0.50 CFS
RETURN PERIOD OF PEAK FLOW (yrs)
100 YR.
# OF CARTRIDGES REQUIRED
3
_
CARTRIDGE FLOW RATE
7.50
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS
2PG
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLETPIPE#1
432.19
PVC
12"
INLET PIPE #2
WA
WA
WA
OUTLET PIPE
432.30
PVC
12"
RIM ELEVATION 440.50
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
N/A
WA
NOTES/SPECIAL REQUIREMENTS:
" PER ENGINEER OF RECORD
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION
PRODUCTS REPRESENTATIVE. www.contechcpi.com
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT,
OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq it).
INSTALLATION NOTES
1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SET THE STORMFILTER STRUCTURE
(LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET STUB AND SAND COLLAR IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR-
6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
A��V�uTCAv®
ice.►0i' i r�r! SFMH48
CONSTRUCTION PRODUCTS INC. STORMFILTER
www.contach-epi.can
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STANDARD DETAIL
800 338-1122 513-645-7000 513-645-7993 FAX
-MO��I iii I(-
-M
-LEVELING PAD 1 /8" X 3/4" X 2 1 /4" L/2-
FOR SLOT DETAIL SEE
23 3/4" DWG- N0. 2-013
PLAN m
n
NOTES: ELEVATION
1. SELF -LOCK VANED GRATE MANUFACTURER SUBJECT
TO APPROVAL BY ENGINEER.
2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC
STAINLESS TYPE 304 STEEL SOCKET HEAD
(ALLEN HEAD) CAP SCREWS 2" LONG. NOTE
SLOT DETAIL
3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE
80-55-06.
4. "OUTFALL TO STREAM DUMP NO POLLUTANTS"
MAY BE LOCATED ON BORDER AREA.
VANED GRATE
DWG. NO. 4-10
N.T.S.
APPROVED
DATE
1 #3 BAR HOOP
2 #3 BAR HOOPS
#3 BAR EACH CORNER
#3 BAR EACH SIDE
:tea
0 D
FRAME AND GRATE
C�
30" NOTES:
Z s 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON
5 PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
6 6" RISER SECTION
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
} FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL
COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC
SHALL NOT BE PLACED IN KNOCKOUTS.
3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE
s• so, CLASS 4000.
2c 5, 4, PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS
5 OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY
�I PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT
BE GROUTED IF WALL IS LEFT INTACT.
12" 12" RISER SECTION
S. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER
f DIAM. PLUS CATCH BASIN WALL THICKNESS.
6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX.
DIAM. OF 20 KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE.
&0 <1,4 Mi 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0".
8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D.
MATING SURFACES SHALL BE FINISHED TO ASSURE
PRECAST BASE SECTION NON -ROCKING FIT WITH ANY COVER POSITION.
OtF�THERBASE� AT THE TOP 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER,
11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA
STANDARD DWG. B1-b.
12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM
VERTICAL EDGE OF CATCH BASIN WALL.
#3 BAR EACH WAY
CATCH BASIN TYPE 1
DWG. NO. 4-1
N.T.S.
ER DALEY-MORROW-POBLETE, INC. S
�O 726 AUBURN WAY NORTH
WAS# AUBURN, WASHINGTON 98002
Q�� PHONE: (253)333-2200 FAX: (253)333-2206
Q-
,pF 28352 �p ��� ENGINEERING SURVEYING
Fss�NA L T � LAND PLANNING
/
ncorporated
STAMP NOT VALID UNLESS SIGNED do DATED
Br\PROJECTS\I1-105 LAMBS GATE CHURCH\DWC\L110�
L0
O
r
T
5/8" ORIFICE
z VERTICAL GRATE EL. = 437.40 L
g • 4.0' MIN. OPENING -
0 1-3/8" ORIFICE__
N EL. = 436.55
a
90' in o
e `t to
54.4 LF - 12" SD SHEAR GATE 20.7LF - 12" SD
p @ 0.50% (TYP,) @ 0.50% FROM POND
PLAN OUT TO STORM FILTER N
SCALE: 1" = 2' Z
12,
I.E. = 432.30 PVC o ° I.E. = 432.19
NOTES: PIPE SUPPORT(S): Yx.090 GAUGE--""
AUGE RISER i
BOLTED OR IMBEDDED 2" IN WALL `v
1. METAL PARTS: CORROSION RESISTANT. AT MAX. 3' SPACING. MIN. 1 SUPPORT 8
GALVANIZED PIPE PARTS TO HAVE ASPHALT ° z
2� (MAX.)
7 2" CLASS "B" ASPHALT CONCRETE
1 1/2" COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
2 1/2" COMPACTED DEPTH
CRUSHED SURFACING BASE COUSE
GRAVEL MAY BE REQUIRED
ACCESS SECTION
N.T.S.
450
440
430
DATUM ELEV
4,20.00
In
6' CHAINLINK FENCE
j
156.00
5' MAX. ROCKERY
ALONG EAST SIDE
1
EXISTING
1"[ NCH =
51.00
GRADE
i
/
6' CHAINLINK FEINCE
/
/
PROPOSED
0'
GRADE
rY
BERM = 439.0
_ - _TO_P OF POND
=439.00 - - - - -
5.7' CONC. Rd
MAX. W.S.
-�_ ---
EL. = 438.00
--- ------
BY OTHERS. SI1
PLANS. TOP -(
/ l
2' BENCH
EL. = 432.30 _ -
CONTROL STRU
TURE
BOT. EL. = 431.80 CV
SEED
TAIL
Lf
6" SEDIMENT
I
43
STORAGE
1
1
f
co
co
L-- --
I
-- - ------1-
- - - --1-
-
22+00
V
PLAN DETENTION STORAGE REQUIRED = 13,040 cu.ft.
SCALE: 1' = 10' DETENTION STORAGE AVAILABLE 13,698 cu.ft.
DETENTION STORAGE PROVIDED = cu.ft.
REMOVEABLE STANDPIPE
* RIP RAP SHALL BE IN ACCORDANCE WITH SECTION
WATERTIGHT 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS.
COUPLING RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK
GRADATIONS AS FOLLOWS: 6'
„ MAXIMUM STONE SIZE 8"
MEDIUM STONE SIZE 6"
MINIMUM STONE SIZE 2" _ EMERGENCY OVERFLOW
6„ TOP OF BERM
/ MW.S. EL.=438.25
AX. ROUND SOLID LOCKING COVER EL.=439.00
xxx
MARKED "DRAIN" RIM EL.=440.50 ///��///��/// ///�
PLATE WITH ORIFICE
(SIZE AS INDICATED) ROD (TO 3//\\ -
4 MIN o _.._tREACH
BE WITHIN 1' //� E>' - I �'
�� 16" MAX. OF RIM) z �� ///� ///� ///� ///
4 ELBOW DETAIL III
N. T. S.
2'-6 MIN. ° 0 4' (MIN.) LONG VERT. GRATE
SPACE BARS @ 4" O.C. DO
I
NOT OBSTRUCT OPENING
0.5' MIN. DEPTH ROCK (*)
EL. = 438.00
,o
a 438.00
SEDIMENT POND SPILLWAY DETAIL
N.T.S.
EMBANKMENT NOTES:
1. POND BERM ENBANKMENTS MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL FREE OF LOOSE
SURFACE SOIL MATERIALS, ROOTS AND OTHER ORGANIC DEBRIS.
2. POND BERM EMBANKMENTS GREATER THAN 4 FEET IN HEIGHT MUST BE CONSTRUCTED BY
EXCAVATING A KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND WIDTH.
3. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY,
MODIFIED PROCTOR METHOD PER ASTM D1557), PLACED IN 6-INCH LIFTS, WITH THE FOLLOWING SOIL
CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A
MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL
GRAVEL AND COBBLE CONTENT.
23+00
SECTION A -A
SCALE: 1" = 20' (H.), 1" = 5' (V.)
J �
1' BENCH
450
440
EX. 8" SS -
DATUM ELEV
430.00
S I 5
EX.
BLDG.
AINING WALL
E STRUCTURAL
438.00
W W
I
I
�-
- - 6'I
CHAINLINK FENCE
/ --
6 MAX.
�'.y�� ALONG
ROCKERY -
NORTH SIDE
i EXISTING
GRADE
5' MAX. MOCKERY
ry'
ALONG SOUTH
SIDE
pppEp
G App''
1' BENCH
1' BENCH
i _ TOP
OF POND = 439.00
VMAX.
W. S EL. = 438.00
ROCK LINING 5
7' CONC. RETAINING WALL
PROTECTION BY
OTHERS. SEE STRUCTURAL
S_E NOTE PANS.
TOP = 438.00
2' BENCH
EL. = 432.30
------ 1
SD PIPE
BOT.EL.=431.80
1..=432.30
6" SEDIMENT
STORAGE
rni
Ln
06!
Ln
d-
26+00
SECTION B-B
SCALE: 1" = 20' (H_), 1" = 5' (V.)
PE%U NO.
APPROVED
DATE
N OTES:
TREATMENT 1. 5/8-0 - STAND. GALV. DALE I -MORROW-POBLr_ I E (NC.
2. FRAME &LADDER OR STEPS OFFSET SO ORIFICE 0 STEEL LADDER/STEPS (TYP.) 1. ROCK LINING SHALL BE 1' THICK WITH THE FOLLOWING GRADATION: ��ER S p� 726 AUBURN WAY NORTH
A. CLEANOUT GATE IS VISIBLE FROM TOP. N PASSING 8-INCH SQUARE SIEVE: 100%P �� WAAUBURN, WASHINGTON 98002
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM �� '„ PHONE: (253)333-2200 FAX: (253)333-2206
CLEANOUT GATE.
a ° ° PASSING 3/4-INCH .SIEVE: 0 TO 10% MAXIMUM
a
3. IF METAL OUTLET PIPE CONNECTS TO CEMENT
CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH
O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". ELEVATION
28352 0 �� ENGINEERING -SURVEYING
CONTRO%L_j STR UCT URE SCALE: 1 = 2 ��ss� c s T `` ® LAND PLANNING
Tll E 11-�4 �NA� C incorporated
SCALE: AS NOTED
STAMP NOT VALID UNLESS SIGNED do DATED
OR/ 11105 - o"" _ 12
. .,� ..,.,-
sPPn.....U..�PPoa...mo. ...�......��—
ii...i...P.47PPPL47P�lPP��PP UU.i►P.UU�i000UVP.uv, .�
>�PPiaPi.PPS...P��>U�Pi�i�i=i�.4�P�Yi.iUUUViUU.PPi�.P� P P��7PiUPP.P� \ �i..�,_.�'�N�iZ4r�4 I I ►®7� ■�,
``�PPPiU�Pi.QP�UUO.�.�►�PPPi�iU.>�i�tlPPiUVPv!..PPP.� � ..imw►o.� ..... s ;_w = a� --—v�=�':. ..uma.�o..ic i�.
OL' � -•— - �: � ��•-T�.�.......O.nO...PJUu.O�000UUUUU� -�� � �P�..T.ijT1.�.m.Pm�.U...P..P1.0 . P.U.P.V�PPP.�; � ����� (
�ri�DipmPiU..�o..iUrPPiiu�PPi000..U.iUUU���Pw� 1 ",VIVA,
PiP�i�PP.�P�U.ni.P.�Pii...i�iU...PP��Pi- � �.UU��....U�i
v�UU.>U.PPPiU�PPP►�P.000UUU.P�UUU.P�U.i.P.L�PP..P....PPPOP....IU�PPP..PPPi►.P��: UUU.PiM.U.Pa�� - - _
MA
�,.�.i. �.i�'+_
uii7p.P.S�su�i�ari47��.TA ►UU.i►Pio..iS:Pii�o.� ( - •
1........1..U.PP11AVAl y*..rA" ....Od.U.bPn...�C
woolm S �� �� i�t.i�% '� �� �• + -. I l�.P.� 0.7...U0`►P�P1U .� I .U.P..�O..UU.P....►.-
.��a�l .lei..•��..iiii.i.iUU.�U.�.>.�..►q.�.iL�00L \
TYPE III BUFFER: 7,185 S.F. TOTAL LANDSCAPE AREA: 19,457 S.F.
LANDSCAPED SLOPE: 2,533 S.F. TOTAL LAWN AREA: 6,896 S.F.
PARKING LOTS: 2,943 S.F. LAWN AREA AS A % OF TOTAL. 35.44%
LAWN AREAS: 6,896 S.F.
PARKING LOT LANDSCAPE: SIGNIFICANT TREES:
THE SITE CONTAINS 12 SIGNIFICANT TREES
REQUIRED: 20 S.F./STALL OR 800 S.F. MIN. WITH A CALIPER OF 12" OR GREATER. 9 TREES
II PROVIDED: 2,943 S.F. ARE TO BE SAVED, 3 TREES ARE TO BE
REMOVED, SAVING 75% OF SIGNIFICANT TREES.
REPLACEMENT TREES ARE NOT REQUIRED.
I I II
�PRESENCE OF EXISTING
_SEWER LINE MAY REQUIRE
MODIFICATION OF PLANT
SELECTIONS
STAMP NOT VALID UNLESS SIGNED & DATED
40
REV. NO. DATE DESCRIPTION APPROVED
DALEY-MORROW-POBLETE, INC. CLIENT LAMB'S GATE PRESBYTERIAN CHURCH
726 AUBURN WAY N_ 29850 18th AVE. S., FEDERAL WAY, WA. 98003
AUBURN, WASHINGTON 98002
PHONE: 253-333-2200, FAX: 253-333-2206 PHONE No. (253)632-9101
PROJECT LAMB'S -GATE PRESBYTERIAN CHURCH
ENGINEERING - SURVEYING PRELIMINARY LANDSCAPE PLAN
Q D LAND PLANNING
i rl Co rpo ro ted DRAWN RY LM SCALE 1„ c 20' DRAWING 11105ENG T 11
'VI SHEET ---------
APPROVED ,ASP °ATE JUL. 22, 2011 1 JOBS` 11105 DE_ 12
Rr,PR0JEC7S\ 11- 105 1AMRS GATE CHURCH\DWG\ 11105ENG.OWG
450
STJ
CB NO.
RIP
..I
6 LF 12"
SD CAD 1 C
FROM CB IN
430
DATUM ELEV
420.00
— ----r — - a I.E. - 432.30 (OUT)
TYPE 11 // 54. LF 1 PVC SD .50%
429.29 \ / —� X — — — — — —�
.79(NE) /
.79(SE) STA. 10+94.57, 35.05' RT.
3.99(N) / CB NO. 4 - TYPE II, 48" (STORM FILTER)
18TH AVENUES. - PLAN
SCALE: 1 " = 20'
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
`
I
STA. 12+50.37, 18.02' RTC
CB NO. 6 TYPE I
450
W/SOLID LOCKING LID
RIM = 443.00E
10+91.15,
EDJUS440043 (CONNECT
0
j 27.10' RT.
STA. 11 +51.94, 21.36' RT.
�
EXISTING SD PIPE)
�- —
_ 'c
> --" ypE-l1
�8" W/SOLID
EX. RIM = 438.78
w
OCKING LID
I (ADJUST TO GRADE)
= 435.00,
= 429.10
EX. I.E. = 435.68(E)
I.E. = 435.95(N)
EXISTING GRADE
-� I
8B.5� F 12 CPEP @ 2.72%
AT C/L
I
_
43.5
5-�-
440
E. Sp ®4
�
I
1
50.1 LF 12" SD 0 0.50%
FROM CB NO. 8 TO CB NO. 2
CB - TYPE I
PV
150%
6LF �0/0
S�Sp ®5'
STA. 11+66.08, 14196'
LCB N0. 8, TYPE I
RT.
1(NO SUMP)
RIM = 445.22
b. 4/
`
I.E. = 441.92(N)
WITH THROUGH CURB
INLET
VANED GRATE _ �38.50
I I. E. = 441 .82(S)
I.E. = 435.50
STA. 11 +08.35, 270
7' RT.
CB NO. 7, TYPE
GRATE = 435.75
I.E. = 432.75
23.3 LF 12"
- -
REPLACE
b o
XISTING 59.6 LF 12" CONCRETE
I
PIPE @ 11.71% WITH 66.0 LF 1
CONCRETEPIPE
@ 6.53%. MAINTAIN EXISTING
HORIZONTAL. MATCH EXISTING I.E.
AT WEST
ND._
N
O ni
Ln
N
Oto
11 +00
-12+00
18TH AVENUES. - PROFILE
SCALE: 1" = 20' (H.), 1" = 5'(V.)
13+00
PERMIT NO.
APPROVED
DATE
I I 1 V.ILIVV SHEET
oaf/ 11105 OF --_ 2 __--
B: \PROJECiS\ 71 - 105. IAMBS GATE CHURCH\DWG1 11105ENC.OWG
�- RIGHT—OF—WAY LINE
2' -
�6,
RESIDENTIAL
6"
10 —0 MIN.
SIDEWALK
\�
20'-0" MAX.\�\��
COMM./INDUSTR.
2'� \ �\ :
6 •. \, i
\\!
\%� �\
\ PLANTING STRIP, IF ANY.
�
30' — 0" 2—LANE
"•"
\
40' — 0" 3—LANE�\
\\\�\
0' SEE CURB DETAIL DRAWING 3-4
EXPANSION JOINT
RIGHT—OF—WAY LINE
6" VARIE
3' MIN VARIES
NOTES:
F
o.oa /
p 02 /�
,
1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY
�/
=• /
j� BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC
•/�/�//,/
SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL
COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN
MATCH EXISTING EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04.
1 \
>,\/, ��������i��/��\//
DRIVEWAY GRADE
2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4.
2" CSTC for RESIDENTIAL
3. CONCRETE SHALL BE CEMENT CONC. CLASS 3000 WITH 4% TO 6%
CEMENT CONCRETE DRIVEWAY 6" THICK AIR ENTRAINMENT.
4" CSTC for COMMERCIAL
4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER.
SECTION
A —A
CURB & G UTTER SECTION DRIVEWAY
N-T.S.
6' EXPANSION JOINT
5"
* 0.021Ff./FT. -
0.05 FT./FT 2
CEMENT CONCRETE
SIDEWALK
V-6"
* NOTE: TOP OF LIP AT DRIVEWAYS.
CEMENT CONCRETE CURB & GUTTER
NOTES:
1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS.
CURB DETAILS
60' R/W
C /L�30'
30'
'
NEW
32' EX. PVMT. $'
af
4' 6,
,
L.S. ilVt�,ix
�
PVMT.
SAWCUT
1' (TYP.)
,
1, 6"
2�
2%
EXIST.
SIDEWALK
2" C.S.T.C:
0.25' COMPACTED DEPTH, H.M.A.
(HOT MIX ASPHALT)
0.17' THICK CRUSHED SURFACING TOP COURSE (5/8" MINUS)
COMPACTED
0.5' THICK CRUSHED SURFACING BASE COURSE (1-1/4" MINUS)
SUBGRADE (TYP.)
ADDITIONAL TREATMENT MAY BE REQUIRED
CURB AND GUTTER PER CITY
DEPENDING ON SOIL CONDITIONS
STANDARD DTL. 6-6(a)
NOTE: ALL
SUBBASE MATERIALS SHALL BE COMPACTED TO 95% OF
ASTM D-1557
TYPICAL STREET SECTION -18TH AVENUE
S.
SCALE: 1„ = 10' (H.), 1" = 5' (V )
VARIES
SIDEWALK
2" CRUSHED SURFACING TOP COURSE
VARIES PLANTER STRIP
I SIDEWALK AS REQUIRED
318" EXPANSION
VIIAIT - 1 /'I" OA11111C
FOR CURB & GUTTER
USE DETAIL 3-4
I � FOR CURB & GUTTER
2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4
CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB
NOTES:
1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS,
AND SCORE MARKS.
2. CONCRETE DRIVEWAYS REQUIRE A MINIMUM DEPTH OF 6".
3. WHEN CI : 'KED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH
AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH.
SIDEWALK
D WG. NO. 3 -1 2
N.T.S.
PERMIT NO.
APPROVED
DATE
C:\YKUJt CI}\7l-IUS. LAMLYS GAlt UHUKCH\UWC,'\ll1U5LNG.VWG
460
450
440
430
DATUM ELEV
425.00
—
—
EXISTING
GRADE
PROPOSED—
GRADE
— —
460
3/4" W.M.
OR 3/4" W.M. FOR
ANEW
CHURCH AND 3/4"
3/4" W.M. FOR
DDCV
IRRIGATION.
�&
STA. 2+70
.68, 2.00' LT.
459
INSTALL.
1 - 8"x6"
TEE (FLxMJ)
00
N f-
1 - 8" ADAPTER
1 - 8" BLIND
FLANGE
I o
15 LF 6 [
1, CL 50
N
(MIN. 36 COVIJR)
'' 50 x
-
„ 2 - CON61
THRUST BLOCK
00
V) z
23.0 LF 8 SEPARATE
, WATER METER APPLICATION REQUIRED
N
f
D.I., CL 50 TO ACTIVATE
DDCVA (PER LUD STD.)
+
1 o
I (MIN. 36" 10' MIN. BTVHEEN
THE DDCVA AND ANY TREE
I1-
�
��, %-nn'
COVER)
SD
<F-
INSTALL:44
0
I
z 1 �-
8"X6„ TEE (MJxFL)
EX. 12" WATER
AIN 12
A
SD
13[
1 - 6 G.V. (FLxRJ)
5 LF 6" D.I., CL. 50
1 - 5-)
/4" MVO F.H. ASSY.
(FIELD- VERIFY)
8" SS
INSTALL:
1 - 12"X8" T
PING TEE (TAPxFL)
,
1 - 8" G.V. (
-
xMJ)
I
I
'
3-0--
i
r�
d
N
00
�
Cn
-
i
't
Lo
Ln
Lo
Lo
23.0 LF
E
AY
8" D.I.
/02-102628
20041027900001
.. LOT 3
a
\ —I Ljl
STA. 2+ 0.68, 2.00' LT.
INSTALL: ,\
1- 8 x6 TEE (FLxMJ)
1 - 8" ADA�TER
1 8 BLIND FLANGE
15 LF 6" D.I.,\CL. 50 i
6" DDCVA, CON . VAULT
2 CONC. THR�IST BLOCK f
SEPARATE WATER METER APPLICATION REQUIRED
TO ACTIVATE DDCVA (PER LUD S*.) ,
10' MIN. BETWEEN THE DDCVA AND, ANY TREE
d 94 / ((�
460
d ' 1
m i 'D I `�
�t cflCD
1
I
EX. 10' DRAINAGE ESMT.
(REC. 6625431)00
Lu
�I
I a
N
460 ? 1
10 {
I I
REV. 3-14-07, REV. 5-29-08)
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
APPROVED .
DATE
PEFUIT No.
SCALE: 1" = 20' (H) 1" = 5'(V )
B-\PR0JECTS\11-105 LAMBS GATE CHURCH\DWG\ 11 105ENG.DWG