20406 76TH AVE W (3).PDFIIIIIIIIIIIIII
15080
20401 76TH AVE W
0
EDGEWOOD BAPTIST CHURCH
DRAINAGE CONTROL PLAN
A. PROJECT DESCRIPTION
Address:
Edgewood Baptist Church
20406 76th Avenue West
Edmonds, Washington 98020
Nature of Development:
Additions to an existing church.
3. Development Coverage:
25,350 square feet, or 0.58 acres.
B. EXISTING DRAINAGE
Due to site topography and the existing building, no off -site water appears to enter the site.
The majority of the site and building drainage discharges to an existing storm drainage system in 77th
Avenue W. The site area east of the building and the mansard roof on the east side of the building
are not presently picked up by an on -site drainage system. The drainage from this area apparently
either flows overland to the adjoining street or is absorbed into the ground. No problems from this
method of drainage was observed in the field. The existing drainage system and topography is
shown on sheet C2.
C. PROPOSED DRAINAGE
The proposed drainage system for the new development will discharge the majority of the
development site to the existing drainage system in 77th Avenue W. through a new drainage system
for the new development. The existing drainage system west of the building will remain as now
exists, except that drainage from approximately 2,600';-square feet of the existing building will be
diverted from the existing system to the new system in order to compensate for approximately 950
square feet of new impermeable area that cannot feasibly be intercepted in the new system.
It is proposed that drainage from an area of the mansard roof totaling approximately 560 square feet on the
east side of the building be discharged to splash blocks. The remainder of the approximately 1,200 square
feet of roof to be constructed ea§t of the existing building will be discharged to the new drainage system.
The approximately 560 square feet of mansard roof not to be served by a storm drainage system replaces
approximately 819 square feet of mansard roof and concrete walk together with approximately 400 square
feet of planting area not presently served by a drainage system.
The proposed drainage system is shown on sheet C3.
0
Storm Drainage Calculations
Edgewood Baptist Church
D. STORAGE CAPACITY CALCULATIONS
Light Grass To
Sparse Trees Bare Ground Impervious
Total (C) (A)
(C = 0.20) (C = 0.25 (C = 0.90
Acres Total
Present
Conditions 0.25 0.09 0.24
0.58 0.289
Future
Conditions --- 0.13 0.45
0.58 0.438
T 10 min. 1 (25 yr.) 2.2, 1 (10 yr.) 1.9
.,Q allowable = (2.2)(0.289) = 0.64 cfs (for storage)
"1 0 10 Y't = (0.289)(1.9 ': 0.5-5--cf�--(for-orifice)----.----.
0 future 25 Yr. = (0.438)(2.2) 0.96 cfs (for conveyance)
Storaq
- -Ole
Qo o 438
T 2 5 + I F2—Z6 18
V, [4329(18) + 43] - (40 C(�.46)�—Cl% =�761 ff
= V C(76: �1)�(0.438) 333 ff + 7.07 ff = 47.1 ft of 36" pipe
t Q--
Orifice
Q = CdA (2gh�/2- 0.55 = 0.63A [2g(3.45)]"2
0.55 = A(9.39); A = 0.059 ff ; D = 0.27 ft = 3-1/4 in
E. EROSION CONTROL
The erosion control plan is shown on sheet C2. Erosion control notes and details are shown on sheet
C4.
RWE91026\CaIcs
Page 2
N
APR-2&-192 TUE 16:31 ID: MCKINLEY ARCHITECTS TEL NO:206 464-0726 #266 P02
'I-A-28-1092 111138
.Kve`rhmo.,� Q-TBF-ET.-FILE
C 041 ig T,1F SJ C T*1 n,jp
"Isimes full"
APRIL 2o, 1992
YJ�AL FACNINILE
To =wW= BAPTIST C"CH
20406 761V AVENUIR WUT
EMNDSo WASHINGTON 96026
MR- LEE KIKI A.I.A. (FAX) 206-464-0720
LEE KIIK ARMITIRMUZE
1301 TURD Avon, SUITE 1000
SIATnEs WASHINOMN 90101
MR. PrM ANDSMON (FAX) 206-827-2723
CONITZ=OV ADMINISTRAIUR
C/Ot COLD STAR P1109RTIN, INC.
10230 N-2. POINTS DRI"s SUITE 205
KILUAND, WAaRINOTON 98033
C IN V
SU&Hry: I�GAXITAM' 1; M�IIAM�DW�11A= �023,4�00.00�
WE An 'MANSHIVING TO YOU M FOU4VING WHICH IS DESCRIUD AWVIZ
rOR YOUR REVID AND IMPON313. PLWE CONTACT M AS SOON AS
POSSM IP YOU NEED ANY FURTUR INFORMATION OR IF YOU HAVE ANY
q=IoN3-
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SRRVTCES
5016 2013th SW o LYNNWOOD, WASHINGTON 96038 (206) 774,0950 FAX: 775-1Q60
UCA KVERMCC iQ10A
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00 00
STRF—ET FILE QUIT CLAIM DEED
THE GRANTOR, Edgewood Baptist Church, for and in consideration of
mutual benefits to be derived, convey and quit claim to the City of
Edmonds, a municipal corporation, the following described real estate,
situated in the County of Snohomish, State of Washington, including any
interest therein which grantor may hereafter acquire:
The North 10.00 feet of the East 280.00 feet of the South 217.00
feet of the Southeast quarter of the Northwest quarter of Section 19,
Township 27 North, Range 4 East, except the East 30.00 feet thereof for
road, together with the right to make all necessary cut or fill slopes
on the land of grantor's adjacent to the above -described real property
in connection with the construction, maintenance or improvement of the
above -described real property for purposes of a public roadway.
DATED this day of
STATE OF WASHINGTON)
) ss
COUNTY OF SNOHOMISH)
19
On this day personally appeared before me Charles E. Mott,
Chairperson of the Board of Elders of Edgewood Baptist Church,
to me known to be the individual(s) described in and who executed the
within and foregoing instrument, and acknowledged that
signed the same as
free and voluntary act and deed, for the uses and purposes therein
mentioned.
GIVEN under my hand and official seal this day of
, 19_.
EDGEWOOD/TXTFORMS
NOTARY PUBLIC in and for the State of
Washington, residing at
&"� J(�J
LETTER OF TRANSMITTAL
To: INNOVAC
20909 70th Avenue West
Edmonds, Washington 98020
Attn: Mr. Chuck Mott
Re: Edgewood Baptist Church
We are sending you the following:
LEGAL DESCRIPTION
Date:
Fax No:
Pages:
RECEIVED
N 0 V 2 6 1991
ENGINEERING
25 November 1991
7839109
P
The East 290.0 f cot of the South 217.0 feet of the Southeast quarter of the Northeast 4uArter
of Section 19, Township 27 North, Range 4 East, except the East 30 f cot for road. (Tax acct
no: 192704-1-139-0007)
Together with the East 200.0 feet of,tract 1, 2 and 3 of Willowdale Gardens Division no, 1,
as recorded In volume 10 of plats, page 72 of the records of Snohomish County, Washington.
(Tax acct nos: 6143 000 001 0004; 6143 000 002 0003,, 6143 000 003 0002 respectively) '
PIH 9 i
cro-J M q1U,
jiv— lectQ1, 4e'scvy CIW�As'
Pyllff'el
-� (2 PQ�CIG-n wub
'es"e' &)-I be�ol q
Lvlawl-es F, rn6t) -
Signed:... A]
?lease notify us if enclosures are not as noted.
Lee Kirk
AEchitecture and Planning
19037 Northeast 167tb St[flig
Woodinville, Washinglon 98072
phone 460880 (fax 464-,0728)
E
�Sm
Mr. Gordon Hyde
Engineering Coordinator
CITY OF EDMONDS
250 Fifth Avenue North
Edmonds, Washington 98020
RE: Edgewood Baptist Church
20406 76th Avenue West
(ADB 9-91, CU 11-91, CU 12-91)
Dear Mr. Hyde
M-E 0
R F C
ENGI�%
0
E 0 N
14 November 1991
0
Thank you for your letter of 31 October1991 clarifying the code and council requirements to improve
203rd Street Southwest as a condition of our planned building expansion. The church is currently
preparing a quick claim deed that will dedicate the 10 feet of property adjacent to 203rd to the City
of Edmonds.
Pursuant to Zoning chapter 18.90.030, paragraph B, we are, however, requesting that all
requirements for physical improvements to 203rd be waived for the following reasons.
The improvements would require removal of ten mature coniferous trees (60 to 270
fir and cedar) that currently contribute significantly to screening both the existing
north parking lot and the proposed building addition (see enclosed survey).
Extensive landscaping and irrigation was installed in 1988 to provide additional
screening to the north parking lot, 1/3 of which would be removed by such
improvements (see enclosed landscape plan). Not only is the loss of the visual
barrier undesirable, but the destruction of improvements paid for by member
donations is extremely unsettling to the congregation.
It seems that the purpose behind the required improvements is to provide
sidewalks for residents of an adjacent apartment development. Our development,
however, orients to the south, and will not put pedestrians on 203rd. Also, with
single family homes to the north of 203rd, it seems that sidewalks would not be
utilized as anticipated by the code.
Lee Kirk
Architecture and Plannin-g
19037 Northeast 167th Street
Woodinville, Washington 98072
fax 464 0728 phone 464 1880
4P
E
0 E E E
14 November 1991
page 2
Neighbors across 203rd have expressed the desire that the street not be improved,
fearing increased traffic through their single family neighborhood and loss of the
visual buffer to the church.
As a non-profit organization, the addition of an estimated $15,000 to an already
tight budget will create a financial hardship. If the street improvements are
required, some part of the proposed development will have to be reduced or
eliminated.
With the legal dedication of the property and the limited extent of the current
development, this waiver will obviously not jeopardized any future improvements
to 203rd.
We thank you for your consideration of this issue. We hope, too, that you will be able to respond
in a timely way that will allow the design team to develop the approved configuration in the
construction documents currently being prepared.
If any of these points need further clarification, or if you have any other questions, please don't
hesitate to call.
Sincerely,
9J
1. Lee Kirk, AIIA
Principal
copy 4. Myatt
C. Mott
o,k- - 11� 4k-
; 4,/'7 J V/ /
Mailed 10/31/91 5��-YA
.'4
890 . 1 94 -
CITY OFVMRE!�
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works - Planning * Parks and Recreation * Engineering
October 31, 1991
Lee Ki rk
Architect
19037 N.E. 167th Street
Woodinville, WA 98072
SUBJECT: EDGEWOOD BAPTIST CHURCH
T0406 76th Avenue West (ADB-9-91)
Dear Mr. Kirk:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
As a result of a motion passed at the City Council meeting on July 16,
1991, ten (10) feet of property adjacent to the 203rd Street frontage
will.need to be dedicated to bring the right-of-way into conformance
with the official street map of the City of Edmonds.
Because the site is situated in an RM-3 zone, Chapter 18.90 of the City
Code requires that development include a seven (7) to ten (10) foot
sidewalk across the frontage of the property. This requirement can be
waived per Chapter 18.90.030, Paragraph B, a copy of which has been
enclosed.
If you have further questions, do not hesitate to call.
Sincerely,
Gordon C. Hyde
Engineering Coordinator
GCH/dm
Enclosure
EBChurch/TXTForms
Bob Alberts
0 Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
CHAPTER 18.90
SIDEWALKS
18.90
0 -OP UR P 0 S E
The Purpose of this chapter is to:
A. Implement the Comprehensive Sidewalk Plan.
B- Regulate the construction of improvements which could prevent
the implementation of the Comprehensive Si
2477 §2, 1985.] dewalk Plan. (Ord.
18-9o_010 SIDEWALK PL
7-"-�����DOPTED
A map, which is on file with the Office of the City Clerk and
City Engineer, entitled Comprehensive Sidewalk Plan - 1984, is
adopted by this reference as if set forth in full in this
chapter. Changes shall be by ordinance, attested by the Mayor
and City Clerk on the affected map. [Ord. 2477 §2, 1985.]
18-90-020 EFFECT
The City Council shall use the map to assist it in determining
the priority of streets for sidewalk construction. Development
along those streets designated for sidewalks shall be required to
include sidewalks designed to the specifications of this chapter
as a condition of development approval,
in Section 15.40.010. . as said term is defined
18-90-030 SIDEWALK ST [Ord. 2477 S2F 985.]
�-����NDARDS
4�
Sidewalks to be constructed as a condition of development
approval shall be constructed as shown in the Table of Sidewalk
Standards below. The Cit Engineer will prepare drawings
illustrating the sidewalkystandards.
18.90.030
TABLE OF SIDEWALK STANDARDS
ZONE SIDEWALK REQUIRED WIDTH MATERIAL
RS-20 No (1) 51-71 (2) Optional (2)
RS-12 No (1) 51-71 (2) Optional (2)
RS-8 Yes 5-1-7' (2) Optional (2)
RS-6 Yes 5t-7' (2) Optional (2)
[Vertical or rolled
curb required]
RM, B, C. Yes V-10' (3) Optional (2)
(Vertical or rolled
curb required]
(1) Except as shown on Comprehensive Sidewalk Plan Map or as
required by the Planning Director and City Engineer.
Note: It is the City's policy to require sidewalks on
all streets over 300' in length.
(2) Requirements are optional to encourage flexibility of
location, alignment, specifications, and materials to
insure compatibility with individual locations and
circumstances. The Planning Director and City Engineer
shall make the final decision on the requirements after
review of pertinent information supplied by the affected
neighborhood and/or the Architectural Design Board.
(3) Corner parks will be required at all street
intersections, per City standard, within the downtown
business area and may be required in all other
commercial areas.
A. Location. Streets designated on the Comprehensive
Thoroughfare Map as an arterial street shall have sidewalks
constructed on both sides of the street. Designated
collector streets shall have sidewalks constructed on at
least one side of the street.
B. Regulation. The Planning Director and the City Engineer will
be responsible for determihing the width and materials to be
used for sidewalks as set forth in the table above.
With the approval of both the Planning Director and City
Engineer, the requirements of this chapter may be waived, if
it can be -demonstrated by the applicant that there are
special circumstances related to topography or other factors
which make the construction of the sidewalk economically
unfeasible or practically impossible. (Ord. 2477 §2, 1985.]
184
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� I I I I . . Dr . awn . L . I Scale 1 =20' - . I Date 01/ 22/92 . - 1 1932 First Avenue, Suite 711 Seattle, WA 98101 1 . I L I .. . I I . . 20406 76th Avenue West . I . . SITE UTILIT'IES PLAN. -3
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G . . I . . . � . I I . . I � . -, 11(206) 44 -9385 L I . . . I . EdMW#de, Wa**X#6n 98020 . L I . L I .
') . REVISION I . . . . Project NO. . . I I . . . � I .
. L . I I . L . I � I . . . 0 1 - . � . . . . .. I
FILTER. FABRIC MATERIAL
60" W[DE ROLLS., USE
2"X2"- STAKES
STAPLES OR WIRE INGS,
SPACING::;-3 AX.
M
TO ATTACH FABRIC
LENGTH=3' MIN.
TO WIRE
A B I C
FILTER FABRjC
2" BY'2" 14 GA.WIRE
RUNOFF WATER.�
INLET GRA
FABRIC OR EQUIV.
WITH SE DIMENT.
V
3/4 W AS.HED GRAVEL
RA E L
GRAVEL
(12' MIN. D;EPTH)
GRADEDAREA
0
18" MIN.-
o
".
PROVIDE 3/419 1.51p
4 VA, VA VA rA YA rA
c. n c7li Tc_ D
BURIED FIL TER IL
c\j
WASHED GRAVEL BACKFILL*
u u
FABRIC
.
IN -TRENCH ON BOTH SIDES
87
MIN.
OF� FILTER FENCE FABRIC ON
THE SURFACE
SEDIMENT FILTERED'
WATER
2'? BY 4" WOOD..POST
STANDARD OR BETTER
WIRE MESH WITH
FILTER
ALT: STEEL. FENCE POSTS
FABRIC -ON TOP
FILTER FABRIC
FEN CE
F.1 LTER FABRIC FENCE (TYP.-)
GRAVEL -AND: WIRE MESH
FILTER
AROUND INLET
(TYP,).
N. T. S.
N.T.S_
N. T. S.
6 'INLET' PIPE
FLOW CONTROL
STRUCTURE
6" INLET PIPE,
a
36" *DETENTION PIPE
B
36" DIA. 36" DIA.
8" DIA. RISER
WIRE SCI
NOTE:
DETENTION PIPE SHALL
BE 36"-12 GA CMP
WITH TREATMENT 1.
R B1
-CB #2
CONSTRUCTION SEQUENCE:
EROSION /SEDIMENTATION CONTROL NOTES:
THE CONTRACTOR SHALL TAKE THE FOLLOWING MINIMUM ACTIONS TO. MINIMIZE'
EROSION AND REDUCE THE IMPACT OF SEDIMENT ON THE DRAINAGE SYSTEM
1.
THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
FROM CONSTRUCTION.
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE AP PLI CAN T/CON TRACTOR
SEDIMENT —LADEN WATER THAT RESULTS FROM CONSTRUCTION SHALL, NOT. BE
UNTIL ALL CONSTRUCTION IS APPROVED.
ALLOWED., TO'DISCHARGE FROM THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIB.ILITY TO PROVIDE SETTLEMENT FACILITIES AS REQUIRED.
2.
THE BOUNDARIES OF THE CLEARING LIMITS SHALL BE CLEARLY
FLAGGED IN THE FIELD PRIOR TO. CONSTRUCTION. DURING
1 ARRANGE AND ATTEND PRE —CONSTRUCTION MEETING WITH CITY OF
THE CONSTRUCT10N PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
EDMONDS.
CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE
�MAINTAINED16Y THE APP LI CAN T/CON TRACTOR FOR THE DURA-nON OF
.2. FLAG PROPERTY LINES AND GRADING LIMITS.
CONSTRUCTION
3. INSTALL STABILIZED. CONSTRUCTION ENTRANCE AT ALL UNPAVED
3.
TH E ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONSTRUCTION VEHICLE ACCESS POINTS.
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN
SUCH A MANNER AS'TO INSURE THAT SEDIMENT LADEN WATER DOES NOT
4. PROTECT EXISTING CATCH BASINS WITH ONE OF THE TWO
ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER
FOLLOWING RROCEDURES UNTIL THE POTENTIAL FOR EROSION FROM
STANDARDS.
SURROUNDING AREAS IS PAST:
4.-
THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
A. BLOCK AND GRAVEL FILTER.
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
B. GRAVEL AND WIRE MESH FILTER.
CONSTRUCTION PERIOD,, THESE. ESC FACILITIES SHALL BE UPGRADED
(E.G. ADDITIONAL SUMPS, RELOCATION OF -DITCHES AND SILT FENCES,
5. INSTALL.FILTER FABRIC FENCE.
ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS.
6. CLEAR AND GRUB SITE AS REQUIRED TO COMPLETE WORK.
5.
THE ESC'FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLI CAN T/CON TRACTOR AND MAINTAINED AS NECESSARY TO -ENSURE
7. ROUGH GRADE SITE AS REQUIRED TO COMPLETE WORK.
THEIR CONTINUED FUNCTIONING.
8. INSTALL STORM DRAINAGE SYSTEM: STORM PIPES, CATCH BASINS, ETC.
ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY
EMBANKMENTS, WHERE NO 'FURTHER WORK IS ANTICIPATED FOR A PERIOD
9. PROTECT -NEW. CATCH BASINS WITH ONE OF THE THREE FOLLOWING
OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
PROCEDURES:
ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION
BLANKETS, ETC.)
A. FILTER FABRIC FENCE INLET BARRIER.
B. BLOCK AND GRAVEL FILTER.
7..
ANY, AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE
C. GRAVEL AND WIRE MESH FILTER.
ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
10.' INSTALL REMAINING UTILITIES: SANITARY SEWERS, ETC.
8.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND.
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
11. FINAL GRADE AND PAVE.
FOLLOWING A STORM EVENT.
12. HYDROSEED, MULCH, AND PLANT LANDSCAPE.
9.
AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
REMOVE TEMPORARY EROSION/SEDIMENTATION CONTROL AFTER
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
-THE
-SITE HAS BEEN STABILIZED. AND CITY OF EDMONDSeIN SPECTOR HAS
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT, LADEN WATER INTO
APPROVED THE REMOVAL.
THE DOWNSTREAM 'SYSTEM.
14. CLEAN UP STORM DRAINAGE SYSTEM. DO NOT FLUSH SEDIMENT *OFF THE SITE.
STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
N
-REQUIRED TO�--INSURE THAT ALL PAVED -AREAS ARE KEPT —CLEAN FOR THE
DURATION OF THE PROJECT (RCW..46.61.655).
11.
DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL
PROJECT, DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT
GRAVEL.FILTER WIRE SCREEN
ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL�BE
FILTERED
COVERED BY ONE,OF THE FOLLOWING COVER MEASURES: . MULCH,
54" DIA.
CATCH BASIN
OVERFLOW WATER
SODDING, OR PLASTIC COVERING.
PLAN VIEW
RUNOFF WATER
1 �2. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED
8" OUTLET PIPE
WITH SEDIMENT
AS A TEMPORARY SETTLING BASIN.
LOCKING FRAME, GRATE & ROUND
"DRAIN"
M,
13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST
SOLID -COVER MARKED-
CATCH BASIN
CONCRETE BLOCK�
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE
TYPE 2
DROP INLET
(E.G. ANNUAL OR PERENNIAL RYE APPLIED* AT APPROXIMATELY �80
RIM ELEV. 43 3.00
DESIGN W. S. -ELEV. 427.72
SOLID COVER
SEDIMENT WI TH GRATE
14. WHERE STRAW MULCH FOR TEMPORARY EROSION -CONTROL IS REQUIRED,
8" DIA. RISER
IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
T
BLOCK AND GRAVEL FILTER
PIPE
it
36" DETENTION PIPE
N. T. S.
Q Ipp n'PTq
.5"
k 4 r-r- _r r-\/l C—T-1 K I e-1 I r-% r- A rN r-
0
am
Cy) LL)
-i Lu LLJ
0 (D
c\j
Z
0 cy)
Ull"N
z
00,
0 co
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Lli z
Ld LLJ
-J
L-,Jj L>,j <0
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0
5'7////,"2
7alM
FILTER FABRIC MATERIAL
60" WIDE ROLLS. USE
STAPLES OR WIRE RINGS
TO ATTACH FABRIC
TO WIRE
2" BY 2" 14 GA.WIRE
FABRIC OR EQUIV.
GRADED AREA
0
PROVIDE -Y4 1.5
WASHED GRAVEL BACKFILL
IN TRENCH ON BOTH SIDES 8" MIN.
OF FILTER FENCE FABRIC ON
THE SURFACE
2" BY 4" WOOD POST
STANDARD OR BETTER
ALT: STEEL FENCE POSTS
FILTER FABRIC FENCE (TYP.
N. T. S.
8" DIA. RISER--,,
NOTE:
DETENTION PIPE SHALL
BE 36"-12 GA CMP
WITH TREATMENT 1.
En
_j
cy) a-
_j Ld (if
0 (D 0
Of 04 -�,,
1— 0 cli
Z � 0)
0 CY)
Z N
0 0 r)
iA (:T) ��:,
0 , * M
W Ld�_,
LUM z
Lij L;j
_J _j
,(A
L
F_ No.
U, 0
6" INLET PIPE
111��
8" nHTI FT PIPF
GRAVEL (12' MIN. DEPTH)
'N\\-SEDIMENT
FILTERED
WATER
WIRE MESH WITH FILTER
FABRIC ON TOP
GRAVEL AND WIRE MESH FILTER
N. T. S.
6" INLET PIPE
FLOW CONTROL
STRUCTURE
36" DETENTION PIPE
1 3 6 DIA. 36' D I A.
O�N
CB _#3
PLAN VIEW
RING AND 24" DIA. LOCKING
COVER MARKED "DRAIN"
RIM ELEV. 433.00 DESIGN W.S. ELEV. 427.72
8" DIA. RISER 4
CO
6" INLET PIPE
A
54" DIA. CATCH BASIN J CB #4
TYPE 2 W/RING AND
24" DIA. LOCKING COVER
36" DETENTION PIPE
SUPPORTS
1.5 DIA.
MAX.
2' MIN.
WU I Lr_ S=1.0%
-PIPE Z�
1. E. 424.20
SHEAR GATE W/CONTROL ROD FOR
1' SECTION OF PIPE ATTACHED--,..., CLEANOUT/DRAIN (ROD BENT AS
BY GASKETED BAND TO REQ'D. FOR VERTICAL ALIGNMENT
ALLOW REMOVAL
/1' .11...*%. 4. W/COVER) CONTROL ROD TO BE
RESTRICTOR PLATE W/-/ HOOKED OVER STEP OR LADDER RUNG
31/4" DIA. ORIFICE \_ qTn r.Al V HAwnHni nq -qTFPq nR
LADDER MIN. 12" SPACING
SECTION B-B
N. T. S.
FLOW CONTROL STRUCTURE IN 54" DIA. CATCH BASIN TYPE 2
N. T. S.
Designed DNP Approved
low, PPIP 6f,-r Drawn Scale N.T.S. Date 0 1/22/92
Description By
REMSION Checked, ProJect No.
2"X2" STAKES
SPACING=3' MAX.
LENGTH=3' MIN.
FILTER FABRIC
3
/4"WASHED GRAVEL
BURIED FILTER
FABRIC
INLET GRATE
bin
8
FILTER FABRIC FENCE
AROUND INLET (TYP.)_
N. T. S.
0
54" CATCH BASIN
TYPE 2 W/RING AND
24" DIA. LOCKING COVER
EVMS 2/25AM
RoseWater Engineering, Inc.
1932 First Avenue, Suite 711 Seattle, WA 98101
(206) 441-9385
I All M r- fl tN M r- r- k I
j L_ ut-u\ar\
CONSTRUCTION SEQUENCE:
THE CONTRACTOR SHALL TAKE THE FOLLOWING MINIMUM ACTIONS TO MINIMIZE
EROSION AND REDUCE THE IMPACT OF SEDIMENT ON THE DRAINAGE SYSTEM
FROM CONSTRUCTION.
SEDIMENT -LADEN WATER THAT RESULTS FROM CONSTRUCTION SHALL NOT BE
ALLOWED TO DISCHARGE FROM THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE SETTLEMENT FACILITIES AS REQUIRED.
1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF
EDMONDS.
2. FLAG PROPERTY LINES AND GRADING LIMITS.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT ALL UNPAVED,
CONSTRUCTION VEHICLE ACCESS POINTS.
4. INSTALL FILTER FABRIC FENCE.
5. PROTECT EXISTING CATCH BASINS WITH ONE OF THE TWO
FOLLOWING PROCEDURES UNTIL THE POTENTIAL FOR EROSION FROM
SURROUNDING AREAS IS PAST:
A. BLOCK AND GRAVEL FILTER.
B. GRAVEL AND WIRE MESH FILTER.
6. CLEAR AND GRUB SITE AS REQUIRED TO COMPLETE WORK.
7. ROUGH GRADE SITE AS REQUIRED TO COMPLETE WORK.
8. INSTALL STORM DRAINAGE SYSTEM: STORM PIPES, CATCH BASINS, ETC.
9. PROTECT NEW CATCH BASINS WITH ONE OF THE THREE FOLLOWING
PROCEDURES:
A. FILTER FABRIC FENCE INLET BARRIER.
B. BLOCK AND GRAVEL FILTER.
C. GRAVEL AND WIRE MESH FILTER.
10. INSTALL REMAINING UTILITIES: SANITARY SEWERS, ETC.
11. FINAL GRADE AND PAVE.
12. HYDROSEED, MULCH, AND PLANT LANDSCAPE.
13. REMOVE THE TEMPORARY EROSION/SEDIMENTATION CONTROL AFTER
SITE HAS BEEN STABILIZED AND CITY OF EDMONDS INSPECTOR HAS
APPROVED THE REMOVAL.
14. CLEAN UP STORM DRAINAGE SYSTEM. DO NOT FLUSH SEDIMENT OFF THE SIT
33RAVEL FILTER
OVERFLOW
RUNOFF WATER
WITH SEDIMENT
BLOCK AND GRAVEL FILTER
N. T. S.
WIRE SCREEN
FFILTERED
WA TER
D R 0 P I N LE T
SEDIMENT WITH GRATE
STABILIZED CONSTRUCTION ENTRANCE
N. T. S.
EDGEWOOD BAPTIST CHURCH
20406 76th Avenue West
Edmonds, WashIngton 98020
EROSION /SEDIMENTATION CONTROL NOTES:
1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR
UNTIL ALL CONSTRUCTION IS APPROVED.
2. THE BOUNDARIES OF THE CLEARING LIMITS SHALL BE CLEARLY
FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING
THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
CLEARING LIMITS SHALL BE,PERMITTED. THE FLAGGING SHALL BE
MAINTAINED BY THE APPLI CAN T/CON TRACTOR FOR THE DURATION OF
CONSTRUCTION
3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN
SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT
ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER
STANDARDS.
4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
(E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES,
ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS.
5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLI CAN T/CON TRACTOR AND MAINTAINED AS NECESSARY TO ENSURE
THEIR CONTINUED FUNCTIONING.
6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY
EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD
.OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION
BLANKETS, ETC.)
7. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE
ATTENTION,, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
FOLLOWING A STORM EVENT.
9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
10. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE
E.
INSTALLED AT THEBEGINNING 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 (RCW 46.61.655).
11. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL
PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT
ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE
COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH,
SODDING, OR PLASTIC COVERING.
12. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED
AS A TEMPORARY SETTLING BASIN.
13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE
ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80
ml UNDS PER ACRE).
14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,
IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
MEET EXISTING SURFACE
PLAIN CONCRETE PIPE
41 DRAIN GRATE
OUTLET PIPE
% 7
4" MIN. CEMENT
CONCRETE CLASS B
NOTES:
GRATE TO BE ATLAS FOUNDRY PATTERN NO. 235-14 SIZE 12" PIPE,
NO. 8618 SIZE 15" PIPE,.NO. 52194 SIZE 18" PIPE, OR EQUAL.
CONNECTION TO DRAIN TO BE MORTARED AND MADE FLUSH WITH INSIDE WALL.
OUTLET PIPE MEASUREMENT TO BE MADE FROM CENTER LINE OF DRAIN.
AREA DRAIN
N.T.S.
DETAILS AND NOTES
aN
OD
zt.
i
I - —
191, --? -�_
SuRr. 110/V -
91 V. A10,
A 4.50 '14- SeC T 4 6VE.
0 10 20 40
.. ........ ; ...... .... ... .. . .. . ... . ........
-7 -7 TH, VE. V1,
. .......... ....... S�-WCe 41A-W
.1 ........... .. . ............... -------- . ..........
....................................... .........................
......... ......... . . . .....................................
N -00 11 2 a C)s " 16 R/a J3,9 r-l-Ar, LJS�J� D)
............................ ...... ....... m
w"
................ T
JDJfl.� LT
0
. ........... .
....................... ... " 1, 1
7r- _ I � I
W, NOTE
t
;NV
b
I SEE SHEET 04 FOR CONSTRUCTION SEQUENCE AND EROSION CONTROL
o
NOTES AND DETAILS,
J PA
.... - — ---------- J_
7�-
4
217.00 2. SEE ARCHITECTURAL PLANS FOR LAYOUT DIMENSIONS.
0 p. . . ..........
VOL.. 4 �q
Q) FOR 6RAOL98 IN PAVED AREAS.
201-4
3. SEE ARCHITECTURAL PLANS
If
22 P6. 5
I'S 4 Xo A 0
ESPONSIBLE FOR SECURING THE
4. THE CONTRACTOR SHALL BE R
lh
J-QY GRADING PERMIT, INCLUDNGPROVIDIN(3ALLINFORMA71ON REGARDING
"j
MATERIAL QUANTITIES.
SOIL
GRADE RECTANGI—E
15. THE CON
TRACTOR $HALL SUBMIT A TRUCK ROUTE PLAN TO THE CITY
CORNER EL,
ENGINEER FOR APPROVAL PRIOWTO RE OVAL OF ANY EXCAVATED
?TA 61'r.IA 0
�9
4- MATERIAL
�6, 71..' , /. J) -4,W
WOOD 4 rA 1. C
C:)
Af f
fp9ADE 4ECTA',
41
'k)k z THE CONTRACTOR SHALLSE RESPONSIBLE FOR KEEPING ALL STREETS
'6!4
V ;�o
;eORNERI
EL
CLEAN AND FREE OF DEBRIS AT ALL TIMES.
/V 00* 07 "08 4—F Z541 61
Art
7. IF DEEMED NECE68ARY BYTHE CITY, THE CONTRACTOR BHA PROVIDE
U.
6'
m=m,=�i TRAFFIC CONTROL DURING REMOVAL OF THE GRADING MATERIAL
. . . . . . . . . . . ...... ... ..... :n
"�, 'o
PIE
'LEARIV44 LIMIT
CONTkAP
'TEV
XL_ I � 8. DEMOLITION AND CONSTRUCTION DUST $HALL BE SUPPRESSED WITH
SOIL SH
FIL k I C.
A STREAM OF WATER WHEN NECESSARY, AND EARTH SKALL BE
cE, 141111 -1 h
. ....... FE Al L
REMOVED FROM WHEELS OF CONSTRUCTION VEHICLES TO AVOID
k4
L
C11 TRACKING EARTH ONTO SURROUNDING STREETS,
TAIS ME 4
C 5
fl� IAOW�Ff Tb
AS P,14,414 7' 5 4
%I WING,,
0 ALT
�4
AND %AW16S. 1 4TSIDE '01 qRF_ 'ALL OWING ANO NOISY DEMOLITION R DONE WRING
W01 K WALL BE
�p \J i
NORMAL N WORKING HOURS OF THE CITY OF EDMONDS$
8 A.M. TO 6 P.M. MONDAY THR
N OUGIM FRIDAY,
B1 FUCE A:,
X
ON-HOUDAY
*T "T" TR, 0 _r_
co 4� C 5ALES PRIOR I t�,EAVWC, LIM. 1h s"ALL BE
V
C.-TOR
6 W� 4A t4 1) 1 L
//y
BLD6.
10. EXISTING CURB OR CURB AND GUTTE
'TO AN"( Oft-m TRIBUTNAllf DEMOLISH FI DAMAGED DURING
0
CONSTRUCTION WALL BE: REPLACED TO MATCH EXISTING.
70 Ch"Te" ft-ailm EXIST.
........ ..
A
0
........... ... . ...
..........
-TC9 EX�S.
M A.
WAJ_k
4
L 4
P I- Do. lz
V,
ln:
Nt 4 h 121:11 1- H 0
cooc 0.
UNLESS O"THERWISE
-1 1 ""
. ............
A*- QL__
. ..... .... ..
7
4 34-
n
NZ77 7-1
r. .......
—4 Ill.- I PAD ;:',1,IVPA VIM-' 4
J,! N
e 0
0
. ....... ......
F-
9 1'. %,. .31610
10, � .. "
C14 .. A ��: 1: "N., ....... ......
. (I I .
k 4
WlFk 4 A �'--3 ROOM
4—
i .4 c)
?
i) JV/ f
1070 BE DEDICATEll TO
C A/ 6/ P11 C 14
pt,�W�. , - , I U . &) " ;- — � � x 1,�) T I
0
THE Cl 7�' OF EDPIONDS
A) 0 9 rk 4
To k6 ), 11
PI& V_ rrIJ fo� K
I V t\J 0
_110 ............
3,>
PLOOR f.teV,
.. .. .. ........... ..... . ... ........
P
t4h-Tc" 14ISTIU� C-AROW090 BLDC4.
-_ ,IN I.."
2
14- i0
+ _\ .... .. .. . ..................
I ....... .... 7, J
. .........
r ..... .. .........
... . ....... ... . .... ....... �4 8
s
t
........... ....... ......
R
ECqU N ro L E
GRADE RECTANGLE ......................
'C(9RNER - E L. A 3 7.5
CORNER EL.4-3q,2 It, 11 _� 1\
P 10
-9 L
P.R.
A
>
J.. ..... ........ .. . ...... .... ..
...... .....
[N-11TL I H-F_fMIT 60E-l-V_-Jl0N6 4 mr,> I F-W&
I I No. I Description * 1 13Y
e_-, I rij L, I m I r6
. . . . . ........ .... ..... ..... ....... ..... .. . ............. ... .... ............. ..... I . . ...... .......... ...... ... ... ....
. .. . ......
. ...... 56
........ . ............................
. . ........... .... .. ... ..... . ... .......... ....... .. . ............ .
... ... .....
....... . .......... .
7 .............. . ...................... ............ ... . ...... .....
W., !�ll _61w,
A 0
N 00 27 00 E 'O.'o Rz- 1-4'r 3 6, 9 4 1,&FA S. plp�t
. .......... ........................ . ... ....... ........... ..... ..... .. .............. . ... . . . ....... .. ........... . . . .............. ... . ............ N 00 . . . ............. . ......
ALTERNATE 1W 6CHQOL
FA S
CLEARIN4 LWI"TS. COM'TRACTOR S"&LL COVAS"TRUCT
SEC. 19 FlUTER Fk5RIt FEW-T- Iq 9f_ORVAMCT_ W17" VETAIL 1041 4-11Vj6F
00,
09 %EETC4ALONG "T"IS LINE PRIOR To ANY
CLEWWa OR GRADING, ALL IRF-S.S AMU %tAUBS 61W,
J
0111SWE Of TRL CLURIMG LIt4JIS S"ALL BE
APPROVEDIOR
P90"TEVED FROM IDAMAGE.
Ap.0MAlt" AM "ft " IS AT& mm ME& sm " A%6 tvmmma Am, so am
Deal9ned DNP
Drawn
I
Chocked
Approved
Seal* 1 101
Project No.
RoseWater Engineering, Inc.
Date 112 *2 9 2 1932 First Avenue Ito . 711 Seott!6, WA 98101
441-9385
Vi i �t i -r� �AA?
SITE. GRADING a EROSION 'CONTROL PLAN C2-
X'4 I
. mm I me ''I m '111111
TABLE OF PIPEUNES AND MUCTURES
FROM
PIPE DATA
TO
POINT
INV.
TOP
PIPE
POINT
INV.
TOP
OR
ELOF
-EL OF
DIST,
SIZE
Si.OPE'
OR
EL OF
EL OF
STRUMRE
POINT
POINT
(FT)'
ON),
FT/FT
STRUCTURE
1`5]INT
POINT
EXISTING C8
422.8
424.90
63
-0.010
C131
423.43
462.7
N0r# 4/,,VF OF
V. A10,
A19 14
426.7 68 1
0.008 CS 2 -M.08 429.*-
CS 2 423.96 420.0 34 0.007" C83' 424.20 �,A311.0 �4
;�% I NOTES
ce 3 424.20 433.00 62 CMP 0.010 CM 4 424.72
424.72(351
CB 4 431.2 72 1. SANITARY SEWER AND STORM DRAIN PIPE
0.010 CBS, 427-94- t030.8
'427.22
SHALL BE SDR 35 (ASTM D3034)
. .. . .......... .... ..................................
427.
ce 6 40 0.010' ARE 4 WHERE THE
CB a 2. ALL PIPELINES
SIZE IS NOT DESIGNATED.
0.1135-, AREA DUN 4*3 A: �4 '11:
498.34 4303 - a
.0 8 tb�
74
...... 14 4;�
424.08 m
,105 3
0.300 co Sol 433.60 4".0
420.76 _(61
I VT
p
424,98 (W)
433.6 33 01166 CO $09 439-04 .0
426.70(61 4W -
W.m
EP(IST SAN. MH 417.7 426.0 30 .6 0.190 co $881
494.64 1
CO SSS11 428.0 6 0.010 00 SSW 4,95.60, 4V.0L 2 Pd �>5
6 433.3
CO SS82 426.60 430.0 66 6 0.025 COSS83 427.1 A4
0
AS PH -Al 1 7-
ca
. . ..............
WA J.k
5
copic, CURB
r
0
7,
61 A/ U PK C
a R0 IL. 0 --- - - --- .1 - --- . , !, -- i�ot
0 0 .........
EXIST. BAS
z 7 V C-,
V
N 00" 29t 08"
2 P4,4 6 A 6 IV,45A,S,
? 1-NUSH-ED-ROCK ....... .... . . .. ....................... . .. ........ .......... ..... ....... . ........... ... .. . ...........
BASE COURSE COMPACTED r
TRENCH FA s
BACKFILL LIZ EC 9
:..,TYPICAL PATCH FOR FLEXIBLE PAVEMENT
-NOTE: FOR RIGID PAVING MATCH EXISTING
AND" TEXTURE,
+
r%' A'
fL
lei
0
41
1,6E / C
1 r-%Vr-MtNJ:�mtVLAUtMLN1 ULIAIL-0
N.T.S.
Designed DNP Approved
Drawn Scale 1 " =20'
Description By.
REVISION . Checked Project No,
Date -1/22/92. RoseWater Engineering Inc.
1932 First Avenue, Suite T11 Seattle, WA 98101
(206) 441-9385
4i�, �,V
CONNECT TO EXIST. MAN"OLE.
. ..... CORE DRILL MANIAOLE, GROUT PIPE 0 to to 40
"Om.
IfA PUCEI� NN�Lll MA .... ...... 7
..........
. .. .........
............... ............... . .................. ............
/V 00 <:)s e
............ .................. . ........
. . . ................................... . . ... . . . . ............................... .
T DOM 'To
,�do I ... "19%, i
Tql4 P
LT CA
2 RAISED LEM
-500, RS
r"IC6 "C4 0 EXI�T, I E: 422,9
. ..... .....
2 7JI C'.
. ......... 0
.... ......
P
. . ..... 217, 00, t
RAISE_
141" WIDE 13ORDER
"0. 5
A 2
>
9
tlok i-Uy'tA0J'1H0R
o0l P L im
Z.
f? E V
IT14 Gm -TIED
CO %
deM f
PER W569 CB
,T,,7APWA $Th.
49�".gJ7Y?F- ?-.Wl
7" -1
4
AXT40 60 RINA8& E R
0 N
XX
C14
CONREC.T19
X ?
E)LDG, SW VISO
6 V409 so.
W
COT IRON FRAME
AND COVER
IL ON r -T
16'-; t
I -on so
T Cqt,.
1J COVER PATTERN
XTIOR DRAIN �14- 4 2
glo IWOQOU� AR0119D DETAIL
01�
4-.0.
95TRUCtilm,
��t Or .21,
5iiijk
C. ",air
CONC.
CO 43'.
I - IN . CL. 5 (Y4)
G68 43
C
4
x) 12"0 D. 1. P,
0.1,0'Au
J .2 ;t
V4 FIBRE JOINT
PACKING
F3 L t) G.
CL
V)
(0
DIAMETER AS
ro 6
-To INDICATED ON
5u) C2*. is,
VNJ THE DRAWINGS
'PAD
S BEND
J! 1J) I
""'T 434-
14
AP
10
0
..nF7.4 1:
100,
PLUG SHALL'BE SEALED IN
SAME MANNER AS MAIN'-,
41
SEE NG:4/A1B M. r SEWER -JOINTS
FOR FOUNDATIO i
L AT10%. CONMF-C-T TO ?G.I�Immvi WYE OR At BEND
OC.
FOUVADN'.Tlo
NOTEi
1A11Sr4'.,4r7'1C)1,J
USE ONLY FOR SIDE SEWER
AND SERMCE DRAINS.
AJ 6-
TYPICAL CLEANOUT
N, T, S.
P 4 -t;
N
................
V
7, ""�o D,
T
............
A
A
100,
F. k#
C 0.
SLOPE BACKFILL AWAY
...... ... ....... ... . ........... . . ...... ..... .
co A K FROM FOUNDATION
..... . .. ......... . ........ ............................ ............... ................ ........ .... ..... ....... . .
-L - . . .. .................. I IGHTLINE. ROOF DRAIN
.. ............. ;; .... ....... . ................
...............
DO NOT,CONNECT
TO
FOOTING DRAIN,
A 5 F/VA T IMPORTED
BACKFILL
Al
N 00" �'8 '05 2 3:F',, 00 PZ. A 7-, 3 6 .9
WASHED ROCK
/'/V iF. 6 " MIN.
V,77711
1::Z-- = 77 4717r, 77,771
PERFORATED HARD PVC PIPE
NONWOVEN GEOTEXTILE INVERTIAT LEAST AS LOW AS
FILTER FABRIC FOOTING AND/OR CRAWL SPACE,
SLOPE TO DRAIN, PLACE
WEEPHdLES DOWNWARD.
0- UIND AT I 01\1 D R A I N
N.TS,
SITE UTILITIES PLAN
C3
I
GN
co
()/V
2 7
ko I �-;,
co
IVA A10 lf-�
VOL. - 22 P6. 2 5
Al 00 0 27 `08 ",E 354,61
COKX. copta
ASPHA 1 7-
03.
0
C.B.
C3
WAI-k
CotjC, CUpa -�A
0
I
l_l='X / -5 /"-/A,) 5�
CHURCH
fj
N097H Z-11VE OF
9/ V, A10,
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