20040181.pdfDATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
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PLAT NAME/SUBDIVISION NO.
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LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREETMAP
TESCP Approved
RW Permit RflqLiiroj
Street Use Permit R0q'd
EXISTING — PROPOSED
Inspection Required
Stdow.111, Required
REQUIRED DEDICATION
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Underground
Wiring required
METER SIZE
LINE SIZ�
NO. OF FIXTURES
PRV REQUIRED
YESA NO
REMARKS
OWNER/CON1RACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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FIRE SPRINKLER
CARPORT
ROCKERY
FIRE ALARM
(TYPE OF USE, BUSINESS OR ACTIV IN:
W NUMBER NUMBER OF CRITICAL -4 % b
OF DWELLING AREAS
UNITS
0 STORIES NUMBER
DESCRIBE WORK TO BE DONE
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SOURCE I GLAZING % I LOT.SLOFE %
PLAN CHECK NO: VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
I= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
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Lu PERMIT APPLICATION: 180 DAYS
CL PERMIT LIMIT., I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U) 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
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IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
cc ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECI LY
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x FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF IHIS PERM11 SHALL NOT BE
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_j DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION� THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LA13OR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATI URANCE AND RCW 18-27.
SIGNVATU, ((�_R OR fGENT) DATE Sl�NED
F
ERING
REVIEWED BY
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DATE -
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DATE
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
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REqD
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POSTED
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EIYEST�kO
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SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEM P'
ALLOWED PROPOSED
ALLOWED PROPOSED
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EXP
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REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (IT)
ALLOWED PROPOSED
FRONT SIDE REAR
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SPECIAL INSPECTION JAREA OCCUPANT
REQUIRED [] YES LOAD
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PROGRESS INSPECTIONS PER UBC 1081FINAL INSPECTION REQ1D 5
VALUATION'
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Description
FEE
Description
FEE
Plan Check
2110
State Surcharge
Building Permit
City Surcharge
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Plumbing
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Base Fee
Mechanical
7
Grading
Engr. Review
Engr. Inspection
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Fire Review
Plan Chk. Deposit
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Fire Inspection
Receipt #
Landscapelnsp.
Total Amt. Due
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Recording Fee
Receipt #
APPLICATION APPROVAL
CALL
This application is not a pounit until signed by the
FOR INSPECTION
Building Olficial or his/tier Deputy: and Fees are paid, and
receipt is acknowledged in space provided.
OFFICIALS SIGNATURE DATE
(425)
771-01220
7/4-
RFLEAS.
B DATE
AfTENTION DIU 1333
11' IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
ORIGINAI( LE
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Height Calculation Worksheet
Address: —7
Date: 1�
hwector(s): vv-\
1. Datum Point: C- (IS
2. Datum Point Elevation:
3. Averige, Grade: -j-C� �A (o
.4.. Maximum Elevation Allowed: (L' (average giade),*�� 25
5. Reference Point Elevation Shot to House:
(datum elevation) +c� (grade to transit level line'shot to house) dc.)
6. Measurements from line shot onto house to roof ridge:
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Total
7. Actual Elevation: Lco( (reference point elevation) + (meastireme . uts
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GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH EDMONDS, WA 98020 (425) 771-0220 FAX (425) 771-022 1
Website: wwwdedmondsmams
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
August 16, 2004
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Mr. and Mrs. Erica Strauss M
323 NE 55t" St.
Seattle, WA 98105
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Re: Building Permit: 2004-0181 0
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Site Address: 1132 7"' Ave S.
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Expiration Date: March 4,2005 M Z�
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The purpose of this letter is to inforrn you that the last remaining inspection on your
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project is a final inspection(s). The final inspection(s) detennines that there are no
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outstanding life -safety issues and approval allows the City to close your pen -nit file. _n
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The City considers tile final inspection to be one of the most important inspections
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conducted on a project. In order to grant final approval the following must be complete: 0
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smoke detectors, house numbers, guardrails, handrails, self -close doors between garage C co,
weather-stripping, any 9 co
and residence, egress from sleeping rooms, safety glazing, M 0
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Engineering department requirements etc. Of course not all of these things may
ve you an idea about the kinds of things
specifically apply to your project but it does gi
that must be complete as well as some iterns that do not need to be installed such as:
permits expire one year froin
paint, carpet, moldings, wallpaper, etc. Please be advised >
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the date of issuance. If you will need more time to complete the work, permits can be
renewed prior to expiration for one half fees. If the pennit expires without a final Cn
approval granted by the Building Inspector, full fees are required in order to renew tile Z
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permit. This can be very costly to you and we strongly encourage you to check your
permit expiration date and call for the required final inspection(s). Note: If more than
one department is required to final your project, this is noted oil your Job Card.
Please feel free to contact me at 425-771-0220 if you have any questions.
I . qSi ice ly,
JJje i y Readwin
PP(.
e lit Coordinator
1,vre11,p\i)sr's\m aster i.cttcrs\s1twaam1.trSFR
Incorporated August 11, 1890
Sister Citv - Hekinan. Janan
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ENGINEERING DRAINAGE REPORT
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Strauss Residence
119-- 7" Avenwe S.
Edmonds. Washington 0 M
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Tax Parcel No. 006194-008-002-00 M
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City of Edmonds File No. S-03- X M
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December 2003 C 2
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L13 P,repared By: Robert L. Long, PE q
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Lovell-Sauerland & Associates
191400 33rd Avenue W. Suite 200
Lynnwood, Washington 980*36
RECEIVED L!5�A FILE NO: 4578
DEC 2 2 2003
PERMIT COUNTER
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ENGINEERING DRAINAGE REPORT
for
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Strauss Residence
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1 1xx- 7 Avenue S.
Edmonds, Washington
Tax Parcel No. 006194-008-002-00
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City of Edmonds File No. S-03-
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Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4578
INTRODUCTION
This report was prepared to support the building permit application submission to City of
Edmonds for the construction of a single family resident. The property is located at the end
of 711 Avenue S. just north of Elm Street in Edmonds, Washington. The primary issues of
concern are to address stormwater detention and grading calculations.
TABLE OF CONTENTS
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SECTION CONTENTS PAGES
A. Project Description .....................................
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B. Vicinity Map, Existing Conditions Map, Site Plan, and House Plan .... 4
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C. Detention Summary & Calculation s and Basin Map ............... 5
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D. Grading and Erosion Control Summary, Calculations and Soil Map 3
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Strauss Residence December 2003
LSA File No. 4578
Lovell-Sauerland & Associates
PROJECT DESCRIPTION:
Site location. The site is located in the NW 1/4 of section 25, Township 27, Range 3,
W.M. No site address has been assigned site, but it is expected to be 1 1xx 71' Avenue S.
(Tax Parcel Number 006194-008-002-00).
Site description. The site consists of a rectangled shaped a lot, with an approximate
depth of about 135 feet and 120 feet wide. The area of the site is about 0.37 acres.
Access to the site will be provided off of 711 Avenue S., adjacent to the site's easterly
boundary.
Currently there are no existing structures on -site. Topographically the site generally slopes
from east to west. The highest high point of the property is located near the front
southeast corner, with the lowest point being located at the back, northwest corner. There
is about 10 feet of total drop between the high and low points of the site. From the SCS
soils survey for Snohomish County, the designated soil is Everett gravelly sandy loam.
-family resident along the
Proposed project. The current proposal is to construct a single I
north portion of the site. Sometime in the future the owner may short plat the ot and build
another single family residence on the south portion of the site, however this is not being
proposed at this time. The existing street end of 711 Ave S. is proposed to be extended
cted at the end of 7 1h Ave S. The
another +120 feet. A new turnaround tee will be constru
new resident will access of the extended portion of 71' Ave S. The sidewalk system will be
extended along the westerly side of the street and will extend to the north to Fir Street via
a existing City Easement.
1h -of-way
An underground detention pipe is proposed to be installed within the 7 Ave S. right
the topography constraints on the site, the
near the southeast corner of site. Due to 1h
proposed drainage for the site and the extended section of 7 Ave S. will sheet flow un-
rrent direction. To mitigate the increase in
detained to the east and west in there cu 1h
I f 7 Ave S.
drainage run-off the detention system will collect and detain the westerly ha f o
south of the site (up -hill). The oil/water separator tee (flow control tee) is proposed to
provide water quality for the collected run-off. The discharge from the detention system
will be the existing catch basin and pipe system along the east side of 7 1h Ave S. This
system discharges to the stream east of the site.
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The following list summarizes the proposed detention system, the actual inpu output data
is attached.
Detention System = 47 LF of 36" CMP Pipe
Required (minimum) Storage Volume = 361 cf
Design Storage Volume = 370 cf
Strauss Residence
Lovell- Sa tierland & Associates
December 2003
LSA File No. 4578
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Strauss Residence
VOO-P Lovell-Sauerland & Associates
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December 2003
LSA File No. 4578
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Strauss Residence
Lovell-Sauerland & Associates
Existing Conditions Map
December 2003
LSA File No. 4578
8 a al
EXISTING DITCH
CHANNEL TRENCH DRAIN,,,""
TOP ELEV. = 191.5
6" ROOF/AREA DRAIN a 1.0% MIN. POLYDRAIN SYSTEM
DAYLIGHT TO EX. DITCH (TYP.) 500 SERIES OR EQUAL. k 'L-.j 00
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N 89'�g 08" E 135.01' cn Lo
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PLAN 3452 Q
A MAIN F.F. 192.5
GARAGE F.F. 192.0
WA SERVICE to POANT GRASS FILTER
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REMO PROVIDE CB PROTECTION
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House Plan
Strauss Residence
Lovell-Sauerland & Associates
December 2003
LSA File No. 4578
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DETENTION SUMMARY AND CALCULATIONS:
Stormwater detention is proposed to be designed to the City of Edmonds standards.
Developments which are under one acer and discharge directly or indirectly to a stream
are required to maintain the predeveloped condition peak runoff rate for the 2- year, 10-
year, and 100-year, 24 hour design storms (with a minimum control orifice size of 5/8").
WaterWorkST' Release 4.13 was the software used to model the detention calculations.
The SCS method was the type of analysis used for the calculations. The SCS curve
number calculations represent the pre -developed and post -developed conditions and are
attached. The existing site cover is assumed to be meadow, forested (around stream area)
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and impervious for the existing 7 Ave S. improvements. Due to the relatively small size
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of the project area, a conservative estimate of ten (10) minutes for the developed time of
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concentration has been assumed. Additional ly, the soil type are assumed to be a type C
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soil (not type A as listed for typical Everett soils) based on observed site conditions, this
again is a conservative assumption.
s have be setup to design the system: "Basin X- the site,
Three different basins description 1h
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"Base B% the extended portion of 711 Ave S., and "Basin C% the westerly half of 7 Ave S.
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south of the site (see attached basin map). As discussed with Don Fiene, City of Edmonds
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Drainage Engineer, the following parameters/requirements will be applied:
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Assume predeveloped condition of Mea dow for the new areas. Run a model of the
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predeveloped condition onsite and the existing condition for the area o ffs ite that is
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being considered for the bypass. Although not a perfect assumption, / could allow a
for
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simple AddHyd of these two hydrographs. Then run the after Development scenario
onsite undetained and offsite detained. Add these 2 Hydrographs and compare to the
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Predeveloped. Ensure that the applicable Storm Events (2, 10 and 100 Year) result in
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a smaller flow rate for post development at the AddHyd than they do for the
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C: CD
Predeveloped condition.
9 W
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Detention
Calculation Summary:
ence interval: 2-Year 1 0-Year 1 00-Year
>
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Existing Basin A and B runoff
0.03 cfs,
0.07 cfs
0.18 cfs'
Existing Basin _C runoff
0. 11 cfs
0.16 cfs
0.26,-cfs
Existing Basin A, B and C runoff
0. 14 cfs
0.23 cfs
0.44 cfs
Developed Basin A and B runoff
0.08 cfs
0.13 cfs;
0.24 cfs
Allowable runoff for Basin C
0.06 cfs
0.10 cfs
0.20 cfs
Design discharge for Basin C
0.06 cfs
0.10 cfs
0.20 cfs
Developed Basin A, B and C runoff
0. 14 cfs
0.23 cfs
0.44 cfs
Strauss Residence December 2003 8
Lovell-Sauerland & Associates LSA File No. 457
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LEVEL POOL TABLE SUMMARY:
MATCH INFLOW -STO- -DIS- -PEAK-
OUTFLOW STORAGE
< -------- DESCRIPTION---- (cfs) (cfs) --id- -id- -STAGE> id (cfs) VOL
2YEAR ............ .......... 0.06 0.11 pi 01 J96.89 1 0.06 147.06cf
10 YEAR ...................... 0.10 0.16 Pl 01 197.50 2 0.10 240.89cf
100YEAR ..................... 0.20 0.26 P1 01 198.53 3 0.20 361-58cf
OUTFLOW AFTER DETENTION: STAGE FLOW RATE
2 YEAR ...................... 196.89 0.06 cfs
10 YEAR ...................... 197.50 0.10 cfs
100YEAR ..................... 198.53 0.20 cfs
Basin Areas A and B
0
BASIN 10: ABE002 NAME: EXISTING 2 YEAR
BASIN ID: ABDO02 NAME: DEVELOPED 2 YEAR AREA A&B
SCS METHODOLOGY
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SCS METHODOLOGY
TOTALAREA 0.54 Acres BASEFLOWS: 0.00 cfS
TOTALAREA 0.54 Acres BASEFLOWS: 0.00 cfs
RAINFALLTYPE TYPEIA PERV IMP
Tn-
RAINFALLTYPE TYPElA PERV IMP
PRECIPITATION 1.50inches AREA..: 0.37Acres 0.17Acres
PRECIPITATION i.50inches AREA,.: 0.54Acres O.00Acres
TIME INTERVAL 10.00 min CN 85.60 98.00
TIME INTERVAL 10.00min CN 84.40 0.00
TC 10.00min 10.00min
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TC 14.76min 0.00min
ABSTRACTION COEFF: 0.20
M 0
ABSTRACTION COEFF: 0.20
TcReach - Sheet L 180.00 ns:0.1500 p2yr: 1.50 S:0.0600
0
TcReach - Sheet L: 180.00 ns:0A500 p2!yr: 1.50 s:0.0600
PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 500 min
0
0
PEAK RATE: 0.03 cfs VOL: 0.02 Ac-ft TIME: 510 min
BASIN ID: ABDO10 NAME: DEVELOPED 10 YEAR AREA A&B
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BASIN ID: ABE010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
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SCS METHODOLOGY
TOTALAREA 0.54 Acres BASEFLOWS: 0.00 cfs
10
TOTALAREA 0.54Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE TYPElA PERV IMP
0.17 Acres
C
RAINFALLTYPE TYPEIA PERV IMP
0.00 Acres
PRECIPITATION 2.00 inches AREA..: 0.37 Acres
85.60 98.00
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PRECIPITATION 2.00 inches AREA,.: 0.54 Acres
TIME INTERVAL 10.00 min CN
TIME INTERVAL 10.00min CN 84.40 0.00
TC 10.00min 10.00min
TC 14.76min 0.00min
ABSTRACTION COEFF: 0.20
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 180.00 ns:0.1500 p2yr. 1.50 s:0.0600
(1)
0
TcReach -Sheet L: 180,00 ns:o.l 500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.13 cis VOL: 0.05 Ac-ft TIME: 500 min
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PEAK RATE: 0.07 cfs VOL: 0.03 Ac-ft TIME: 510 min
BASIN ID: ABE100 NAME: EXISTING 100 YEAR
BASIN ID: ABDiOO NAME: DEVELOPED 100 YEAR AREA A&B
SCS METHODOLOGY
A
T.
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SCS METHODOLOGY
TOTALAREA 0.54 Acres BASEFLOWS: 0.00 CIS
TOTALAREA 0.54 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPElA PERV IMP
0
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION 3.00 inches AREA..: 0.37 Acres 0.17 Acres
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PRECIPITATION 3.00inches ARE A..: 0.54 Acres 0.00 Acres
TIME INTERVAL 10.00min CN 85.60 98.00
C: (1)
9 (1) 1 1
TIME INTERVAL 10.00min CN 84.40 0.00
TC 10.00min 10.00min
Q 0
TC 14.76min 0.00min
ABSTRACTION COEFF: 0.20
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ABSTRACTION COEFF: 0.20
TcReach - Sheet L 180.00 ns:0.1500 p2yr: 1.50 s:0.0600
TcReach - Sheet L 180.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.24 cfs VOL: 0,09 Ac-ft TIME: 500 min
PEAK RATE: 0.18 cfs VOL: 0.07 Ac-ft TIME: 510 min
Basin Areas C
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BASIN ID: CE002 NAME: EXISTING 2 YEAR AREA C
BASIN ID: CE100 NAME: EXISTING 100 YEAR AREA C
SCS METHODOLOGY
SCS METHODOLOGY
TOTALAREA 0.43 Acres BASEFLOWS: 0.00 cfs
TOTAL AREA 0.43 Acres BASEFLOWS: 0.00 cfs
Cl)
RAINFALL TYPE TYPElA PERV IMP
RAINFALL TYPE TYPElA PERV IMP
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PRECIPITATION 1.50inches AREA..: 0.09Acres 0.34Acres
86.00 98.00
PRECIPITATION 3.00inches AREA..: 0.09Acres 0.34Acres
10.00min CN 86.00 98.00
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TIME INTERVAL iO.00min CN
TC....: 10.00min 10.00min
COEFF: 0.20
TIME INTERVAL
TC : 10.00min 10.00min
ABSTRACTION COEFF 0.20
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ABSTRACTION
TcReach - Sheet L: 180.00 ns:0,1500 p2yr: 1.50 s:0.0600
'
TcReach - Sheet L: 180.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.11 cfs VOL: 0.04 Ac-ft TIME: 500 min
PEAK RATE: 0.26 cis VOL: 0.09 Ac-ft TIME: 500 min
BASIN ID: CEOiO NAME: EXISTING 10 YEAR AREA C
SCS METHODOLOGY
TOTAL AREA 0.43Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION 2.00 inches AREA..: 0.09 Acres 0.34 Acres
TIME INTERVAL 10.00min CN 86.00 98.00
TC : 10.00min 10,00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: IBO 00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE. 0.16 cfs VOL: 0.06 Ac-ft TIME: 500 min
Strauss Residence
Lovell-Sauerland & Associates
December 2003
LSA File No. 4578 C.1
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STR_-S RESIDENCE
LSA No. 4578
Nov. 20O
-
SCGVVeh�edaveragenun/enunnbarcm|ou�Uone
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GCG Hydrologic Soils type: --- > C
Total
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Total Site Area ` .
1G.O73
O.38S
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Frontage
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Area A+Area B
0.538
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Area A+Area 8+Area C
42,133
0.967
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Existing conditions (areas in square feet)
/r@g_A + B
Area C
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AuounnpUonec
CN:
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Undisturbed
78
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Second growth forest
81
3.680
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Meadow or
85
19�53
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Grass, >75oovorage
96
88
-
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Gnaoo.�5OY6covanog�
90
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,
Impervious
98
-
14�GO
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TotalWeighted CNforaaohboon:
84/4
95.6
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Pervious:
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Area,
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O538
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O.088
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Percent pervious area:
100.0%
20.0Y6
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Weighted (�N'
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84'4
88.8
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Area, acres:
U343
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Future conditions/rea{�
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Total AC:
O.S38
O.420
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23/433
18,7q00
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Assumptions:
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Undisturbed forest land
76
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81
1/3K0
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Meadow orpasture
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(�naao �75Y6covorage
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88
14.743
3.74O
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Impervious Calculation
98 Total =
7.28D
14.380
House, Deck, PoUo.VVo|kand Garage
3.470
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Driveway
530
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7thAve. G.R/N/Improvements
3.260
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Total Weighted CN:
95.6
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Pervious:
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Area. acres:
0.371
0.086
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Percent pervious
89 .O%
20.U96
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Weighted CN:
85.8
88.0
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Impervious:
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Area, acres:
0.167
1O7
O .343
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Paroantirnpen//ouonrea:
31 . OY�
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98.0
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Strauss Residence
Daoen��er2OD3
Love0'3eumriend &AaaooiaUna
LSA File N/. 4578
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STAGE STORAGE TABLE:
UNDERGROUND PIPE ID No. Pi
Description: DETENTION PIPE
Diameter. 3.00 ft. Length: 52.00 ft..
Slope : 0.00500 upstr: dnstr:
STAGE <-STORAGE- STAGE <-STORAGE- STAGE <-STORAGE-> STAGE <-STORAGE-
(ft) --- cf-.-Ac-Ft- (ft)--cf--Ac-Ft- (0) --- cf- -Ac-Ft- (ft) --- cf- -Ac-Ft-
195.50 0.0000 0.0000 196.40 75.065 0.0017 197.30 210.15 0.0048 198.20 334.30 0.0077
195.60 0,7230 0.0000 196.50 88.883 0.0020 197.40 225.511 0.0052 198.30 344.46 0.0079
195.70 4,0476 0.0001 196.60 103.19 0,0024 197.50 240.69 0.0055 198.40 353.19 0.0081
195.80 10.043 0.0002 196.70 117.90 0.0027 197.60 255.59 0,0059 198.50 359.82 0.00v
195.90 17.668 0.0004 196.80 132.92 0.0031 197.70 270.15 0.0062 198.60 365.25 0.0084
196.00 27.022 0.0006 196.90 148A8 0.0034 197.80 284.28 0.0065 198.70 367.37 0.0084
1196.110 37.658 0.0009 197.00 163.60 0.0038 197.90 297.87 0.0068 198.80 367.57 0.0094
196.20 49.323 0.0011 197.10 179, 12 0.0041 198.00 310.83 0.0071
196.30 61.840 0.0014 197.20 194.66 0.0045 198.10 323.02 0.0074
Calculated Pipe = 52 ft. of 3.0 ft. diameter pipe.
Additional Storage provided in CB Manholes:
1 - Type 2 CB Manholes (48 inch) )2
Volume in active 3.0 ft. = [ (3.14) x (2 (3)]
Volume = 37.7 c.f.
Equivalent Length of 3.0 ft. diameter pipe - (37.7) / [(3.14) x (1.5)2
Length = 5.33 feet.
r pi pe -(37.7
r pipj
Net Required pipe 47 feet of 3.0 7t.di V
ft ame er pipe
Lo 1,
STAGE DISCHARGE TABLE:
MULTIPLE ORIFICE ID No. 01
Description: CONTROL ORIFICE
Outlet Elev: 195.50
Elev: 195.50 ft orifice Diameter: 1,3330 in.
Elev: 197.40 ft Orifice 2 Diameter: 2.0000 in..
STAGE <-DISCHARGE- STAGE <--DISCHARGE- STAGE 4--DISCHARGE-> STAGE -DISCHARGE-
---cfs-- ---- (ft) --- cfs-- (ft) --cfs-- -- (ft) ... CIS-
195.50 0.0000 196.70 0.0528 197.90 0.1515 0.2330
195,60 0.0152 196.80 0.0550 198.00 0.1603 199.20 0.2384
195.70 0.0216 196.90 0.0571 198.10 0.1686 199.30 0.2436
195.80 0,0264 197.00 0.0591 198.20 0.1763 199.40 0.2487
195.90 0.0305 197.10 0.0610 198.30 0.1837 199.50 0.2537
196.00 0.0341 197.20 0.0629 198.40 0.1907 199.60 0.2586
196.10 0.0374 197.30 0.0647 198.50 0.1974 199.70 0.2634
196.20 0.0403 197.40 0.0665 198.60 0.2038 199.80 0.2682
196.30 0.0431 197.50 0.1025 198.70 0.2100 199.90 0.2728
196.40 0.0457 197.60 0.1184 198.80 0.2160 200.00 0.2773
196.50 0.0482 197.70 0.1310 198.90 0.2219
196.60 0.0506 197.80 0.1418 199.00 0.2275
Strauss Residence
Lovell-Sauerland & Associates
w=
December 2003
LSA File No. 4578
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GRADING AND EROSION CONTROL SUMMARY AND CALCULATIONS:
This project will require grading to construct the proposed street, driveway, building pad
and utilities. Standard erosion control measures are proposed to be used during
construction. The primary erosion and sediment control BIVIP during construction will be
14 proper soil stabilization methods. Exposed soils shall be stabilized by application of
effective bmp's that protect the soil from the erosive forces of raindrops, flowing water, and
wind. Applicable practices include, but not limited to, temporary and permanent seeding,
sodding, mulching, plastic covering, erosion control fabrics, matting, soil application of
polyacrylamide (pam), the early application of gravel base on areas to be paved, and dust Z
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control. The contractor shall select a soil stabilization method best suited for the particular
situation. Stock piles must be stabilized and protected with sediment trapping measures. rn
In addition, site containment of exposed soils shall be sustained by using silt fence barriers
along the down -slope boundaries of the site's disturbance areas. See the site =n-
development plan for details. M
Estimated grading calculations: The following grading quantity estimations were
calculated using a computer modeling program within the AutoCAD computer drawing.
The calculations are approximate. The quantities listed are forthe permitting process only
and should not be considered precise amounts for bidding purposes. The estimated
grading quantities are:
Cut: 460 CY
Fill: 300 CY
Conclusion: Included in the site development construction plans are detail grading and
drainage improvement details. With proper installation, maintenance and inspections of
the proposed construction the project should have minimal impact to the environment.
Strauss Residence
Lovell-Sauerland & Associates
December 2003
LSA File No. 4578
D-1
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Grading Quantity Calculation:
The following grading quantity estimations were calculated using a computer modeling
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program w ithin the AutoCAD computer drawing.
Site: 4578 Stratum: ex to fg ex fg
Site Volume Table: Unadjusted
Cut Fill
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Cut: 250 CY
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December 2003
Strauss Residence
Lovell-Sauerland & Associates
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LSA File No. 4578
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE
IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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FINAL PR03ECT APPROVAL FORM.
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
PLEASE SIGN
ENGINEERING DIVISION DATE
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PLrASESIGN
PLANNING DIVISION DATE
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DESCRIPTION OF WORK TO BE INSPECTED
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A field inspection was co nducted to determine compliance with -approved plans. Final approval
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denotes that there are no objections from the above signed Department to the release of
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PERFORMANCE BONDS and the granting of:
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FAILED FINAL INSPECTION - OUTSTANDING ISSUES
Copy of CORRE CTION NOTICE given to owner/contractor by inpector
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RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Signatui-e
1:ten1p:b1dg:forms:ocaprv1 3/25/04
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RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS .....................
FOUNDATION:
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3—
Footing ......................
Wall
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..........................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -in ...................
Commercial Final ......
HEATING:
Gas Test .....................
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Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
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FRAMING ........................
FIRST FLOOR FRAMING...
INSULATION ...................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
-64
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
*100,
Tile Initials MT are Milton
Thompson, a temporary contract
inspector for tile City.
SideSewer# 1�6,22_ 3
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AmountPal q5�V.Rece* tf ()SI+
DatePurchased.
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Amount Paid $-L7-6'2 R t
Datelssu,ed / - �z r"xplres 6�11134
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