539 PINE ST.PDF11111111111111
12767
539 PINE ST
Date:
To:
From:
Subject:
MEMORANDUM
24 April, 2001
Jeannine Graf, Building Official
Lyle Chrisman, Development Services Engineer
Vehr's Single Family Residence access
During the review of the subject single family application, I did not associate the subject lot with
the adjacent short plat access requirements. As a result I approved lot access from Pine St.
instead of the adjacent short plat road. However, the approved access from Pine St. does not
create any safety hazard and therefore is acceptable for access.
City of Edmonds
Bdw-access 539 Pine St.doc
Ir- /47
MEMORANDUM
Date: 24 April, 2001
To: Jeannine Graf, Building Official
From: Lyle Chrisman, Development Services Engineer
Subject: Vehr's Single Family Residence access at 539 Pine St.
,,0ezm1r Pf,v,,,w / —
During the review of the subject single family application, I did not associate the subject lot with
the adjacent short plat access requirements. As a result I approved lot access from Pine St.
instead of the adjacent short plat road. However, the approved access from Pine St. does not
create any safety hazard and therefore is acceptable for access.
B V I LD I f-I a
APR 2 -'�. 2001
City of Edmonds
Bdw-access 539 Pine St.doc
6' PVC
c/o
4' PVC CoppeZcl
4'
71
Private Drive
539
Pine
Street
CITY OF
EDMONDS
SIDE SEWER AS -BUILT
ADDRESS
539, Pine
St
PERMIT -
NUMBER 2001-0005
HOMEOWNER Vehrs
CONTRACTOR N/A
DATE 04/03/01
DRAWN
BY
Jeanie McConnell
STANDARD DRAINAGEDETENTIONS T-EM-
E
WORKSHEET Fk_j
OWNER CALC BY:
ADDRESS PHoNF,:
DATE: 1A
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFIC.E
ly/ %0 36,
DE-TENTION PIPE LENGTH LOCKING LID
XTY ICAL)
FINISHED G
MINIMUM
6' MIN &tRR0AM11f0P
TIGHTLI E MEASUR OF
CONC BOX OR RISER
.5% TO 1% SLOPE
0 OUTLET
OUTLET CONTROL
19 MIN.
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
2'X2'X6o DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'X 31 DEEP, 3/4' CRUSHED ROCK ISTING GRADE
FROM CONTROL OUTLET WASHED ROCK
OUTFLOW TRENCH, MIN 10' LONG.
1.5' PERI` PIPE TO BE LEVEL
PERF P IPE W/ END CAPS
TRENCH SHALL BE LINED WITH MIRArI
RIPJZAP OUTLEr PRIOR TO PLACEMENT OF WASHED DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. Ile outlet control orifice
must be kept open at all times.
L
- T
b - .
Table 1 — Detent ion Pipe Sizes
Impermeable
Required
Area Sq. � Ft.
Vol Cu Ft
2000
50
2500
62
3000
75
3500
87
4000
100
4500
112
5000
126
Note: Allowable Pipe Materials:
Pipe"Diameter
1511 1811 2411 30"
40
28
16
10
50
35
20
13
60
42
24
15 Required pipe
70
.49
28
18 length in feet
80
56
32
21
90
63
36
28
100
70
40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Impermeable
Area Sq. Ft.
Outlet Orifice Diameter (Inches)
2000,
5/8
2500
5/8
3000
3/4
3500
3/4
4000
7/8
4500
7/8
5000
7/8
Table 3 Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18"
2011
Type 1, CB 15
18" to 24"
2611
Type IL, CB 16
24" to 36"
3611
Type 11, CB 19 19 (48" Basin)
36" to 42"
4211
Type 11, C13 19 19 (54" Basin)
*Source: Assoc. Sand
& Gravel Co. Standards
5
Revised 3/16/95
fl,
� -41
- U I & �
"City bf Edmon&
--C � c
, -riti- 'al Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations.of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
RECEIVED
D'r'_'C 2 2 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the.
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
6 ftc
Name
Street Address
City, State, ZIP Phone
Signature
Applicant Representative:,
01-44 U
Narn�j
PL
Street Address
-6 . -0(� o-u�A 1�'
City, State, ZIP
Date Signature
Phone
Date
.01
CAFILENO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: -5-37 oc
1�&5
2. Property Tax Account Number: - 703 1,2_2 - �nOO6
RECEIVEL)
3. Approximate Site Size (acres or square feet): 9100
DE . C 2
4. Is this site currently developed? -Zyes; no.
9 1995
If yes; how is site developed? 11ba!r-x -9- -
PERMITCOUNTER
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
V� Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet)-
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
. of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Ald Approx. Depth:
T., Site contains areas of seasonal stabding water: A10 ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows ross the grounds surface? Flows are year- ' 15 19 -117,
,q r 7///-" 6 X 7X/--'/.4,
round? ko Flows are seasonal? 0 (What time of year? AACWXO-r4l��&',
10. Site is primarily: forested meadow ;shrubs mixed .4,4/v
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: A/b
For City Staff Use Only
Silk is Zoned.
2 ::::::..-..SCS mapped soil type(s)?
.... Wetland. inventory or C.A.. map indicates wetland present on site?.
:4. Critical Areas inventory or C. A. map indicates Critical Area on site? dl —/-0
:5-:::: Site within designated. earth subsidence� landslide hazard area?
Site designated on the Environni.entall y.Sensitive Areas Map?
DETERMINATION
Plann
CONDITIONAL WAIVER
Date
Rrv01/04194
CA FILE NO. 95— t/5+
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: 57,
2. Property Tax Account Number: .Pf.2 703 1,2.2 — 6006 RECEIVEL)
3. Approximate Site Size (acres or square feet): Leo- BE . C 2 9 1995
4. Is this site currently developed? no.
yes;
If yes; how is site developed? llba!rz PERMITCOUNTER
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
. of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A10 Approx. Depth:
7' Site contains areas of seasonal standing water: A16 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows the grounds surface? Flows are year- -7�06f,-c /9 -017c,
A r /Z X
round? /VO Flows are seasonal? (What time of year? AWM
10. Site is primarily: forested meadow shrubs mixed S6Qe4-W;- AAA"'
urban landscaped (lawn,shrubs etc) v,,," .
11. Obvious wetland is present on site: A/0
FbrC.ity Staff Use Only --------------- �
I Site is Zoned?
-2. SCS mapped soil type(s)? 4P.- -14dd vr� W
3. Wetland inventory or C.A. map indicates wedand present on site? IP1612
.4. Critical Areas inventory or C. A. map indicates Critical Area on site? od-1-0
5.'*. Site within designated earth subsidence landslide hazard area? A-0
6. Site designated on the Environmentally Sensitive Areas Map?
DETERMINATION
STUDY REQUIRED
WAIVER
Reviewed by: �, ('21- —
Plann
CONDITIONAL WAIVER
/-S-f/
Date
Rev 01/004
City of Edmonds
r ca Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. Ile
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
M
and submit -it to the City. Ile City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the.
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent infonnation (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner I Applicant:
Name
Street Address
City, State, ZIP Phone
Signature
Date
Applicant Representative:,
01-44. U
Naxn�/ I I
oi �;L I & &3 Jzo PL S-bo
Street Address
City, State, ZIP Phone
Signature
Date
, 890 . 19 ')
CITY OF EDMONDS
250 - 5TH AVE. N. * EDMONDS, WA 98020 - (206) 771-0220 -FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning * Parks and Recreation o Engineering
June 22, 1995
Howard E. Stansbury
PO Box 82278
Kenmore, Washington 98028
SUBJECT: Otto Gaiser Subdivision, Seamont Lane
Dear Mr. Stansbury:
LAURA M. HALL
MAYOR
Your request to provide downstream storm drainage conveyance system improvements
in lieu of storm detention is denied. The purpose of providing detention in this
instance is to provide protection against streambank erosion of Shellabarger Creek.
Allowing a waiver in this instance would set a precedent for other developments, and
the cumulative impact could be substantial. If you have any questions regarding the
denial of this waiver, please contact Don Fiene at 771-0220.
Thank you.
Sincerely,
JAMES C. WALKER, PE
City Engineer
JCW/cmC
0 Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
APPLICATION
for
The City of Edmonds SEDE SEWER PXRNaT EASEMENT No . ..........................................
NEW CONSTRUCTION 0 REPAIRS 0
104-04200
Everett A. Thomas
OWNER------------------- ------------------------------------------------------------------------------------------ CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS ............... 5.39 .... Pi.n.e ... S.t.re.e.t .............................................
.. .... .... .. .. .. .. .... .. ..
ul
U.-
Lu
a :
4
LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAME OF ADDITION ...................... .....................................
DYE TESTED ON SEWER
JULY, 1972
Approved:
DATE................................................ By ......................................................................
MEMORANDUM
Date: April 25, 2001
To: Jeannine Graf, Building Official
From: Chanda Earhart, Assistant Planner
Subject: Vehr's Single Family Residence at"539 Pine St. ('
The current definition of street is an access easement serving four or more
lots. Per Engineering memo (dated 4-24-0 1), access has been approved
from Pine Street for the Vehr single family residence. The adjacent short
plat road now serves four lots. The City Council is holding a public
hearing on May 14th about an ordinance changing the definition of street
to be an easement serving five lots or more. When approved, the new
definition of street will apply to the adjacent short plat road meaning that
the road will be considered to be an easement rather than a street. Street
setbacks will not be required on this easement.
City of Edmonds cQ Planning Division
Date:
To:
From:
Subject:
MEMORANDUM
24 April, 2001
Jeannine Graf, Building Official
Lyle Chrisman, Development Services Engineer
ax
Vehr's Single Family Residence access at 539 Pine St.
,o0e.-emIr mY J,,�Pa / —
During the review of the subject single family application, I did not associate the subject lot with
the adjacent short plat access requirements. As a result I approved lot access from Pine St.
instead of the adjacent short platroad. However, the approved access from Pine St. does not
create any safety hazard and therefore is acceptable for access.
B U11DIN a
APR 2 2001
City of Edmonds
lAdw-acecss 539 Pine St.doc
Date:
To:
From:
Subject:
STREET FILE
MEMORANDUM
April 25, 2001
Jeannine Graf, Building Official
Chanda Earhart, Assistant Planner
Vehr's Single Family Residence at 539 Pine St.
BUILDING
APR 2 5 2001
The current definition of street is an access easement serving four or more
lots. Per Engineering merno (dated 4-24-01), access has been approved
from Pine Street for the Vehr single family residence. The adjacent short
plat road now serves four lots. The City Council is holding a public
hearing on May 14'h about an ordinance changing the definition of street
to be an easement serving five lots or more. When approved, the new
definition of street will apply to the adjacent short plat road meaning that
the road will be considered to be an easement rather than a street. Street
setbacks will not be required on this easement.
City of Edmonds c�q Planning Division
City of Edmonds. Permit No: 41_e�lltllz
RIGHT—OF—WAY CONSTRUCTION PERMIT issueDat e:
A. Address or Vicinity of Construction: -,5,3q eltie .5 r
B. Type of Work (be specific): PAIIA4,
A71J,9
C. Contractor:
V
Mailing Address:
'State License'k.
D. Building Permit # (if applicable):
Contact:
Phone:
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable):
E. F] Commercial Subdivision F] City Project F] EUC (PUD, GTE, PSE, CHAMBERS, OVWD)
Multi -Family Single Family F] Other
fNSPECTOR-
6�
F. PAVEMENT: E3 YES F� NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: YES n NO
APPLICANT TO READ AND SIGN
IDEMNITY.- Applicant understands by his/her signature to this application helshe holds the City�of Edmondsfia;rml�s� from injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be, made against the City.,pf Edmonds or
any of its departments or employees including but not limited to. the defense of any legal proceedings including d�fense costs and,
attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK, ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT W1LL#E PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and I public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as r * equired by (WAC) 296-155-305 and must, have certification verifying. comp letion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt, br'City-'
approved material prior to the end of the workday — NO EXCEPTIONS.
Three�sets of construction drawings of proposed work are required with the permit application.
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNQWLED.qE.
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTION$.
(contractor or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY
Approved by: Ak�_
Time Authorized: Void After 6UW-,5 ?&ZM I �r
Special Conditions:
Pw IM 414 4iiZ-W4U4 r&gry -*_5fF;e_0
E ONLY
Right-of-wayFee:10 4- �P&P_Cltq
Disruption Fee/Fund 111:_
Restoration Fee:
Total Fee:4 6
ReteiptNo:u
Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED. PER CHAPTER 18 00 OF THE EDMONDS,",'
COMMUNITY DEVELOPMENT CODE.,
AL OF PERMITTED WORK.
FINALAPPROV.
-TU
INSPECTOR'SSIGNA RE I)ATE:_�'Z-1W01
For inspection requirements see Engineering Information Handout.
I NO WORK SI-IALL BEGIN PRIORTO PERMIT ISSUANCE I
PATE RECEIVED
PERMI T EXPIRES
CITY OF EDMONDS
I
USE PERMIT
NUMBER.,�/,'��)'/` tll���_,
ZONE �i2
JOB SUITE/APT#
CONSTRUCTION PERMIT APPLICATION
ADDRESS
OWNER NAM AME OF BUSINESS
77,
PLAT NAM E/SU BDIVI SION NO.
LOT NO.
LID NO.
AAje�
LID FEE $
LU
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3:
MAILING ADDRESS
I
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved C3
RW Permit Required Ye5ll
0
Street Use Permit Req'd (3
CITY ZIP
TELEPHO
EXISTING PROPOSED
Inspection Required Ve E)
Side�alk Required Ile-
.5 E)
REQUIRED DEDICATION - FT
Underground
Wiring required
NAME
414
METER SIZEI,
I LINE SIZE, I
NO. OF FIXTURES
PRV REQUIRED
El
0
YES)o NO
MZ
W
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ADDRESS 7;t/
REMARKS
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
U 6', ,
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CITY ZIP
TELEPHONE
(a
NAME
eA, )i1rl- (D N&,�
ENGINEERING REVIEWED/ AT
cc
ADDRESS
141? _311e7
FIRE REVIEWED BY DATE
W
CITY ZIP
TELEPHONE
z
5
LL
0
I
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
RE
BOND
POSTED
.
STATE LICENSE NUMBER EXPIRATION DATE
CHECKED BY
OYESQ`;�NO
SEPA REVIEW
SIGN AREA
HEIGHT
-j
PROPERTY TAX ACCOUNT PARCEL NO.
COMPLETE EXEMPT
ALLOWED PROPOSED
AL,LO,WED PROPOSED
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EXP I
Ii
I 2 +
ESilDkNTIAL PLUMBING MECH
NEW 2-1,R K
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
.
n ADDITION 0 COMMERCIAL o COMPLIANCE OR
z
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CHANGE OF USE
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PARKING
E] REMODEL C3 APARTMENT 0 SIGN
REO'D PROVIDED
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LOT AREA
� P7N 11 G REVIEWED. BY DATE
IL
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0 P2. 5
REPAIR c3 FENCE X
CYDS ( FT)
REMARKS
DEMOLISH 0 TANK OTHER
z
GARAGE 0 RETA NING WALL RENEWAL
CARPORT OC E Y
R K R
0
r-
(TYPE OF USE -BUSINESS 08-A IN:
.5TIVITY) EXPLA
CHECKED BY
F TION
�ODE
OCCUPANT
�NSR
GROUP
LU
NUMBER
OF
NUMBER OF
DWELLING
I
CRITICAL
AREAS
OLS
SPECIAL INSPECTOR jAREA&5Hj_,'
d.C-fo
OCCUPANT
o
I
STOR ES
UNITS
NUMBER Q
-I-
REQUIRED CD YES I
4
I( -.f %
LOAD
DESCRIBE WORK TO BE DONE
'fF
1
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION RECI'D
"Off- frmitjLPr=-� Kq7 D-5115--e
AA L C/7 I
P5 to
VALUATION
FEE
LAN CHECK FEE
-7
HEAT.SOURCE Z LW SLIDE"
n/A BUILDING
19.4� f agm
PLAN CHECK NO: VESTED DATE PLUMBING
MECHANICAL
q0
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
2 GRADING/FILL
/0
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE 4 , Ok
M
SEPARATE PERMISSION. U. 17 16
STATE SURCHLE
M
W PERMIT APPLICATION: 180 DAYS
CL PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, 0 . N BEHALF OF HIS OR HER SPOUSE, H . EIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE, CITY OF LANOSGAR04115
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND INSRZGT.LON FEEZ�;-�')-
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY REC IPT
THIS PERMIT.
xi
FROM THE ISSUANCE OF ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN'CHECK DEPOSIT
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.*
x R
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT � HAVE READ THIS APPLIC ATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
CALL
TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy; and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
SIGNATI.�RE (OWNE-10OR AGE!$T) DATE SIGNED (425) GNATU llp DAT
.2 2 771-0220
ENTION EXT/�333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL - FILE YELLOW - INqPFrTdR
FAX PINK -,OWNER GOLD - ASSESSOR
5/98
let vp
r IL CA((
14,
. ....... ..
JIG,
id, r-,
'To
RECEIVED
DEC 2 2 2000
DEVELOPMENT S--RVICES CTR.
CITY OF 65�ONDS
A
CITY OF EDMONDS.
SINGLE FAMILY/DUPLEX COVER SHEET
Directions: Applicants are to complete Ins Information In ins WfijTF BOXES ONLY (Shaded�boxss are for City
use only). This cover sheaf must accompany each building permit application for a now 6101916-18MI111
PROJECT ADDRESS I r " 7.
PROPERTY TAX ACCOUNT PARCEL # Z� n
DESCRIPTION OF WORK tl� -,e t-� VIC, k-�Q- r,--, 'k
OWNER
CONTACT PERSON P H 0 N E
E-MAIL- FAX &Q�a - ff� ) :Z
P I S
MAILING ADDRESS
. AX CORRECTIONS MAIL CORRECTIONS IE-MAIL CORRECTIONS
a I SIGNING THIS STATEMENT I UNDERSTAND THAT I Ad THE CONTACT PERSON FOR THIS PROJECT. IT 16 MY
RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
STATUS OF THE APPLICATION. I UNDERSTAND IT 16 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
SUBMITTAL ANY DISCRETIONARY PERMITS THAI MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE
THAT To THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A
COMPLETE APPLICA �01�710NA
,WAP!,O,dVALS ARE REQUIRED.
SIGNATURE— DATE 12 -.22 -oo
ZONI
Z 0 N E!M!�!� LOT AREA Q -2-
NUMBER-OF DWELLING UNITSF EXISTING DEMOLISHED_j - PROPOSED_J_:
DISCRETIONARY APPROV . ALS CA Determination
SUBDIVISION!Slri-�- �CU VARIANCE SHORELINE
SEPA Expires OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING SF PROPOSED SF TOTAL SF
HEIGHT CALCULATION INFORMATION
D ),I
DATUM A 100.-. BjQj— CjML.:Z
III AX "'ACTUAL'.*
SETBACK INFORMATION
aEQUIU2 FRONT 2-0 SIDE SIDE' REAR
FRONT 7—Q SIDE SID9- 'V- REAR
Y . Lj:*N0 LA E S
E G-LOT Y NO --ST."DEDIC.[]YE
ADU STATEMENT REQUIRIED 0 YES ;@HO". RECORDING 0,
STAFF COMMENTS:
ENGINEERING INFORMATION:
DRIVEWAY SLOPE % GRADING CYDS
EASEMENTS --
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 S�O.FT
E XISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SQ.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE �jl 90
CItj'Ufie Onix
--n ES [:]NO
SIDEWALK REQUIRED CZIYES [] N . 0 DRAINAGE PLAN REQUIRED Y
UNDERGROU YES [:]NO
NO WIRING REQUIRED
STREET DEDICATION T. LIDO
STAFF COMMENTS:
SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only)
ROILS:
START OF WORK
EXCAVATION A GRADING
SHORING INSTALLATION & MONITORING
PROOF ROLLING
EIPLACEMEN ' i OF FILL & CO . MPACTION
SUBSURFACE DRAINAGE
VERIFY SOIL BEARING
PILE PLACEMENT
EROSION CONTROL
3 GENERAL SITE MONITORING BY THE
GEOTECHNICAL ENGINEER OF RECORD
OGENERAL SITE MONITORING BY TH E
GEOTECHNICAL ENGINEER OF RECORD
'DURING WET WEATHER CONSTRUCTION
FINAL.. GRADING & FIELD REPORT
OOTHER-
OPLACEMENT OF REINFORCEMENT
OPLACEMENT OF CONCRETE
BOLTS INSTALLED IN CONCRETE
13STRUCTURAL MASONRY
[:]STRUCTURAL STEEL ERECTION
HIGH STRENGTH BOLTING
WELDING (WABO CERTIFIED ONLY)
DOTHER
PL&Xcjlzclg 0
DATZ RSCSKVZD I
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS * 1997 USC. UMC, UPC. WSEC. VIAO WITH AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH
Floor Live Load_Ap Root Saow1LIvs Load _I
SEISMIC ZONE 3
Balcony Live Load__(&
Floor Dead Load_4a Root Dead Load- /01
Balcony Dead Load D
NUMBER OF STORIES BASEMENTS FLOOD ZONE
LOT SLOPE % co -S5 Th SOILS REPORT PROVIDED
[]YES El $to
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
E I Total
Living Spec* 10,5(,P,5 (156�05�
Garage —70 <�- -7
Carport
Dock/Covered POfC)I 5-7b
011140 VC) f?1V 6A
ENERGY CODE COMPLIANCE INFORMATION
Ft1FL T I YPE I RqGAS. OIL 1-1 ELECTRIC 11 OTHER
11 FORCEDAIR [:]HEATPUMP []HYDRONIC []OTHER
FNFRQV GODE-MFTHOD OF COMPLIANCE
B----PRESCRIPTIVE: List Option
11 TARGET UA APPROACH: Provide UA CSICUSUOOS
0 SYSTEMS ANALYSIS: Provide Computer Analysis
5---�EME VIVEMTILATIOM WORKSHEETS PROVIDED
N 'G
g>WINDOW SCHEDULE PROVIDED
FOR CITY USE ONLY
Coiling lasulstlon-.�
wall insulation
Floor Insulation
Door U-Vslue 0.1
Window U-Voiuo—#-4
Skylight U-Value 0 1
Glazing %—A:E�
VIEN I ILATION CODE COMPLIANCE INFORMATION
KITCHEN FAN CFM (CX-� BATHROOM FAN(S) CFMSZ-� LAUNDRY FAN C1FM-j
WHOLE HOUSE VENTILATION SYSTEM
EXHAUST OPTION
FRESH AIR TO BE PROVIDED TO
EACH HABITABLE ROOM WITH: OWI I NDOW VENTS 0 WALL PORTS
tAH-AjjST- r�-Alf —TO SE—CO-F.T. FWLI.Ec WITH 24- HOUR TIMER AND --IZ-.O As FOLLOWS;
13 1 - 2 BEDROOMS: 60 - 76 CFM 4 BEDROOMS: 100 - 150 CFM
rK3 13EDR06MS: 80 - 120 CFM 5 BEDROOMS: 120-160 CFM
T-j-
0 HVAC INTEGRATED OPTION
C1 DEDICATED HEAT RECOVERY VENTILATION OPTION
SEPARATE PERMITS (City Use Only)
KRIGHT OF WAY CONSTRUCTION PERMIT
0 ENCROACHMENT PERMIT
ID STATE ELECTRICAL PERMIT
0 FENCE PERMIT
ORESIDENTIAL FIRE SPRINKLER PERMIT
OOTMER
0 MECHANICAL PERMIT
OPLUMBING PERMIT
0 WATER METER
0 SIDE SEWER PERMIT
0IRRIGATION (SPRINKLER SYSTEM)
OOTHER
Any request for modification. variance of other administrative deviation (herinatter 'variant*')
must be sp cilically called out and identified. Approval of may Plat Of Plan Containing Provisions
,a
which do at Comply with the city Code and for which a VSrISnC9 has act been specifically
identilled, requested and considered by the NPPCOP(1&16 City Official In accordance With the
,appropriate provision of city code of state low does not approve any Items not to Code
specification.
PERMIT ISSUANCE AP
PLANNING REVIEW at APPROVAL
CONDITIONS OF APPROVAL:_
Use Only)
ENGINEERING REVIEW at APPROVAL 4ao�00=
CONDITIONS OF APPROVAL:
DATE
BUILDING REVIEW & APPROVAL CIX-t2.1-T2 ;;;�n
CONDITIONS OF APPROVAL:
Aj A4= DATE
133�JiS 3NId
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ii �j CoAc P!, N o, U 110
so MAY 3 1 2001
360.00' 65.00' -------------
wm
Y6 73- pp 148 15N: --------------- WALK
pp
FH 6" CURB
pp 0
2;F \*'l to
8
"103. 00'
\N 89-36'54- E
AP
tP.."t?
— — — — — -- so — — — — — — — — — —
Nb�.j. It 'c
I �
nlb
IS S T R E
EB cv
10
\ ZP
< 1.0' REQUIRES RCP (REINFORCED_CONGKLlt_t��m
1.0' - 1.5' - REQUIRES CP (CONCRETE -PIPE) MINIMUM
> 1.5' REQUIRES 16 GAUGE CMP (CORRUGATED METAL -PIPE) MINIMUM . PVC, OR
HbPE
*CMP INDICATES CORRUGATED METAL. CONCRETE PVC, OR HDPE PIPE MAY BE USED.
*CP INDICATES CONCRETE OR HDPE PIPE MAY BE USED (SUBJECT TO COVERAGE
REQUIREMENTS.)
RCP INDICATES REINFORCED CONCRETE PIPE IS REQUIRED.
A. CORRUGATED METAL PIPE (CMP) TO BE AASHTO M236 TYPE I & TYPE 2
GALVANIZED STEEL WITH TREATMENT 1 ASPHALT COATING OR BETTER. ALUMINUM
OR AASHTO M274-70 ALUMINIZED STEEL ALL PIPES HAVE COUPLING BANDS WITH
NEOPRENE GASKETS. ALL CMP TO BE 16 GAUGE UNLESS OTHERWISE NOTED.
B. CONCRETE 6" THRU 21.- DIAMETER PIPE SHALL BE NON -REINFORCED. BELL AND
SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-14 OR
CONCRETE 12m THR U 210 DIAMETER PIPE MAY BE REINFORCED, BELL AND SPIGOT
WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 CLASS 11.
CONCRETE 24* DIAMETER AND LARGER PIPE SHALL BE REINFORCED, BELL AND SPIGOT
WITH RUBBER GASKET JOiNTS, CONFORMING TO ASTM C-76 CLASS II.
C. HIGH DENSITY POLYETHYLENE (HDPE) NOT ALLOWED WITHIN PUBLIC RIGHT-OF-WAY 4"
THROUGH 360 DIAMETER PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH
INTERIOR CONFORMING TO AASHTO M294 TYPE S. PIPE SHALL CONFORM TO ASTM
D3350. FITTINGS SHALL BE EXTRUSION WELDED. COUPLINGS TO MEET
REQUIREMENTS OF ASTM F667 WITH ADDITION OF CLOSED CELL NEOPRENE GASKETS
MEETING REQUIREMENTS OF ASTM D1056. GASKETS TO BE INSTALLED TO FUH Y
ENCLOSE PIPE JOINT. INSTALLATION SHALL BE ACCORDING TO ASTIVI D2321,
STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE.
THERMOPLASTIC PIPE. USE ADS N-12, OR EQUAL MEE71NG WSDOT/APWA
REQUIREMENTS FOR MATERIALS, BEDDING. & INSTALLATION.
D. POLY VINYL CHLORIDE (PVC) 4-m THROUGH 12" DIAMETER PIPE SHALL CONFORM TO
ASTM D3034.
8. ALL PIPE SHALL BE PLACED ON STABLE EARTH. OR IF IN THE OPINION OF THE CITY
INSPECTOR, THE EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE
EXCAVATED BELOW GRADE AND BACK FILLED NTH A GRAVEL MATERIAL TO SUPPORT
THE PIPE.
9. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH
IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6% MAXIMUM DEPTH 8% THOROUGHLY
TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE . I
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS
TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER TO
WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-03.3(14)C.
METHOD. 8 & C.
10. ROAD RESTORA11ON SHALL BE PER CITY OF EDMONDS STANDARDS.
11. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
1 . 2. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2"X4" POST SHOWING DEPTH AND
MARKED "DRAIN*.
13. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED.
14. ALL CATCH BASINS AND INLETS SHALL HAVE LOCKING GRATES, LIDS OR COVERS.
15. AH TYPE 11 CATCH BASINS SHALL HAVE POLYPROPYLENE STEPS.
16. ALL CATCH BASINS AND INLETS UTSIDE OF PAVED AREAS SHALL HAVE SOLID
COVERS.
17. ALL CATCH 13ASINS AND INLETS WTHIN THE ROADWAY SHALL HAVE A VANED GRATE
PER WSDOT STANDARD. PLAN B-213 UNLESS OTHERWISE NOTED.
t
is
EXPIRES 17/
DEVELOPER
THOMAS E. BELT
P.O. BOX 216
LYNNWOOD. WA. 98046
TELEPHONE: 778-0247
ENGINEER
LOVELL-SAUERLAND & ASSOC., INC.
19400 33RO AVENUE W. SUITE 200
LYNNWOOD. WA. 98036
TELEPHONE: 775-1591
CITY OF EDMONDS
APPROVED FOR CONSTRUCTION
916'
BY: gale DATE:
ENGINEER
ROAD AND STORM DRAINAGE PLAN.,,'.., *1.
PUILD INS
FOR
MAY1 I 2001,�
TOM BELT.,
IN NW 1/4 OF SECTION 259 T.27 N., R.3,,-E.AM.
CITY OF EDMONDS
SNOHOMISH COUNTY9 WASHINGTON.
1. REV. FIER CITY OF EPIVION PS COMM Fj�.Ts C�_5_4?0 mm
Lovell— Sauerland Associates, ln6-
Engineers/Surveyors/Planners/Development ConoWtants
19400 33rd Avenue W., Suite 200 *Lynnwood, WA 98036 e (2D6)775-1591 0 (206)340-0830
DRAWN CHECKED DATE F.B. SCALE FUZ NO.
Mm Cmc 7-11-96 1*-20' 95-3491
SHEET,, .1 OF 4.--!'
10, 10"
P,
c�
�E
8
0
0
0
D
,+,-'EX. FENCE
r TO REMAIN
ds - -13 - 8 0
NOTE: DEVELOPER TO OBTAIN WRITTEN
AGREEMENT FROM PROPERTY
OWNER PRIOR TO DRIVEWAY
RELOCATION
< 1.0' - REQUIRES RCP (REINFORCED CONCRETE PIPE) MINIMUM
1.0' - 1.5' - REQUIRES CP (CONCRETE -PIPE) MINIMUM
> 1.5' - REQUIRES 16 GAUGE CMP (CORRUGATED METAL -PIPE) MINIMUM PVC, OR
HOPE
*CMP INDICATES CORRUGATED METAL. CONCRETE PVC, OR HOPE PIPE MAY BE USED.
*CP INDICATES CONCRETE OR HDPE PIPE MAY BE USED (SUBJECT TO COVERAGE
REQUIREMENTS.)
b RCP INDICATES REINFORCED CONCRETE PIPE IS REQUIRED.
A. CORRUGATED METAL PIPE (CMP) TO BE AASHTO M236 TYPE 1 & TYPE 2
GALVANIZED STEEL NTH TREATMENT 1 ASPHALT COATING OR BETTER. ALUMINUM
OR AASHTO M274-76 ALUMINIZED STEEL ALL PIPES HAVE COUPLING 13ANDS WITH
NEOPRENE GASKETS. ALL CMP TO BE 16 GAUGE UNLESS OTHERWISE NOTED.
B. CONCRETE 6* THRU 21* DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND
SPIGOT NTH RUBBER -GASKET JOINTS, CONFORMING TO ASTM C-14 OR
CONCRETE 12 THRU 21* DIAMETER PIPE MAY BE REINFORCED, BELL AND SPIGOT
-76 CLASS 11.
WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C
------------------------
RECONSTRUCT EX. CONC.
DRIVEWAY TO MATCH EXISTING
14,6
EX. CONC. DRIVE
u
'150
REMOVE EX. CONC. DRIVEWAY__ ----__I
X0 0 AND SIDEWALK IN J�RBSS-+
------ nATCH EV -AREA
17'\
I! L
--- ------ ------
A
EW
EX. CON
::=============== m - �__ �
----------- - ---
FIRST-AID ADDRESSSIGN
CONSTRUCT DRI\T�"Y ACCESS
PER CITY OFE[JMONDS STDS.
88.00,
89-36'54" E
— — — — — — — — — — — — — — —
- — — — — — — — — — — — N�z_
5
E X EX 8"CP
P C3 EX. 8"CP
X. 8"CP - — — — — — — — — — --
cly
CONCRETE 24* DIAMETER AND LARGER PIPE SHALL BE REINFORCED. BELL AND SPIGOT
WITH RUBBER. GASKET JOINTS, CONFORMING TO ASTM C-76 CLASS 11.
C. HIGH DENSITY POLYETHYLENE (HDPE)--NOT ALLOWED WITHIN PUBLIC RIGHT-OF-WAY 4"
THROUGH 36" DIAMETER PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH
INTERIOR CONFORMING TO AASHTO M294 TYPE S. PIPE SHALL CONFORM TO ASTM
D3350. FIT-nNGS SHALL BE EXTRUSION WELDED. COUPLINGS TO MEET
REQUIREMENTS OF ASTM F667 WITH ADD111ON OF CLOSED CELL NEOPRENE GASKETS
MEETING REQUIREMENTS OF ASTM D1056. GASKETS TO BE INSTALLED TO FULLY
ENCLOSE PIPE JOINT. INSTALLATION SHALL BE ACCORDING TO ASTM D2321,
STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE
THERMOPLASTIC PIPE. USE ADS N-12, OR EQUAL MEETING WSDOT/APWA
REQUIREMENTS FOR MATERIALS, BEDDING dc INSTALLATION.
D. POLY VINYL CHLORIDE (PVC) 4" THROUGH 12" DIAMETER PIPE SHALL CONFORM TO
ASTM D'3034.
8. AH PIPE SHALL BE PLACED ON STABLE EARTH. OR IF IN THE OPINION OF THE CITY
INSPECTOR, THE EXISTING FOUNDATION IS UNSATISFACTORY. THEN IT SHALL BE
EXCAVATED BELOW GRADE AND BACK FILLED WITH A GRAVEL MATERIAL TO SUPPORT
THE PIPE.
9. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH
IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6'. MAXIMUM DEPTH 8'. THOROUGHLY
TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS
TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER TO
WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2703.3(14)C.
METHOD B & C.
10. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
11. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
12. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2"X4" POST SHOWING DEPTH A NO
MARKED "DRAIN".
EX. CB STREET
PINE
13. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED.
14. ALL CATCH BASINS AND INLETS SHALL HAVE LOCKING GRATES, LIDS OR COVERS.
15. ALL TYPE 11 CATCH BASINS SHALL HAVE POLYPROPYLENE STEPS.
NOTES
16. ALL CATCH BASINS AND INLETS UTSIDE OF PAVED AREAS SHALL HAVE. SOLID
1. ALL ROOF DRAIN /FOUND AT1 ON DRAIN TIGHTLINES 10 BE COVERS.
6' PVC(3034) AND HAVE A MINIMUM SLOPE OF 1.00X
17. ALL CATCH BASINS AND INLETS WTHIN THE ROADWAY SHALL HAVE A VANED GRATE
PER WSDOT STANDARD PLAN B-2B UNLESS OTHERWISE NOTED.
2. ALL ROOF DRAINS TO CONNECT TO STORM DETENTION SYSTEM. BOLDING
MAY 3 1 2001
LLJ
ZD
z
SZ-
-4--J
Ln
SW COR. NWI/4, NW.1/4
SEC. 25-27-3,
Ex. CONC. MONUMENT IN CASE
u
TYPE 1 L
W/SOLID LID 041
STA. 1+25.00
APE
LANDSC,
TIMBERS
REMOVE EX. LANDSCAPE TlMBERS
AND CONSTRUCT ROCKERY AS REQ'D
J
146 -------
EX. ROCKERY TO
BE REMOVED
360.00' 65.00'
--v
EX. PP TO
148
REMAIN
EX. PP-0-
CONSTRUCT
ASPHALT RAMP
425.00',�-'
EX. 8'CP
------------------
t
j
EX.
INT. 0+00.00 CL OF TRACT *A*
CL OF PINE STREET
10, :10'!
0
EX. FENCE
Tn PFUAIN
CA
z
lz
NOTE: DEVELOPER TO OBTAIN WRITTEN
AGREEMENT FROM PROPERTY
OWNER PRIOR TO DRIVEWAY
RELOCA11ON
0
q
D
I - - - - - - - - - - - - - - --- - - -
-kCONSTRUCT EX. CONC
T DRIVEWAY TO MATCH EXISTING
ONC. DRIVE_-
ui EX. C
REMOVE EX. CONC. DRIVE�AX-------l'
AND SIDEWALK IN CRB3§;-
------- RATCHED--ARU--
- - - - - - - - - -
�17 A A A
EX. CONC SIDEW
----------------
FIRST-AID ADDRESS,SiGN
8:
C3 :
CONSTRUCT DRIVF,"Y ACCESS
PER QTY,5!�,EOMONDS STOS.
88.00,
5. 01—
�sl 89-36'54" E
— — — — — — — — — — — — —
— — — — — — — — — — — _0
C3 I V- EX. 8"CP
EX. 8"CP EX. 8wCP — — — — — —
-- — — — — — — — — ----
c%4I
EX. CB �.
PINE STREET
NOTES
1. ALL ROOF DRAIN /FOUNDATION DRAIN TIGHTLINES TO BE
6- PVC(3034) AND HAVE A MINIMUM SLOPE OF 1.00X
2. ALL ROOF DRAINS TO CONNECT TO STORM DETENTION SYSTEM.
EX. QB
BUI'LOING
MAY 3; 1 2001
CL,
Q
tf�
vi
Lij
Z
L-Ij
0
0
> z
C2
Lo
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A
OUTFALL 1
W/RIP RAP
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QUARRY SPALLS)
---/�EAMO
AWN
(PRIVATE RO Al
NOTE: NO CONSTRUCTION ACCESI
FROM SEAMONT LANE EXC
ASPHALT
FOR SANITARY SIDE SEWE
- -- — — — — — — — — — —
l6ii.o�
-0 E
*37'03*
EX. PP -0- N 89
rx 14
EX. DITC1
TO REMA
— — — — — — — — — — — — — — /I DITCH T(
-B—ACFFILL EX. DITCH AND
2.5'
CONPTRUCT NEW GRASS- 10' PRIVATE
LINE SWALE AS SHOWN
............................................................. DRAINAGE--E-S
_fT .... .................................
FOR LOTS 1-
5'
00
CB
PROVIDE 6* PVC
4§*PjA
ROOF DRAIN STUB I ....... . .4 ......
............................................. F'Oq*r-*ACH' LOT-.... & SqLID R
LOCKING U
Cl #1 A
-p
INV. 134.00 It.
TOP 139.00
7 .................
w
10,
SW
REI
C.
5 UTILITY
0
EASE�MENT(T
7-c
L(,j
Li
Z
ry
EX. GARAGE
TO BE ..........
REMOVED
N 89*�
....................... EX. ROCK
TO REMAJ
N 89'37'03" E 6,' 5-- 0 6'
--7
JO, 0
C6 #2 C= TO I
A
C14
W/SOLID LID c" /f
STA. 1+25.00
LANDSCAPE-'-
s
TImBER
REMOVE EX. LANDSCAPE TIMBERS.
S
AND CONSTRUCT ROCKERY AS REQ'D
a
ui 0 N
CNI N
0
0
'0) LZ
0
0
z
146 -------
EX. ROCKERY TO
BE REMOVED