17407 76TH AVE W11111111111111
15077
7407 76TH AVE W
oil 11 111 0 NO EXCISE TAX
11
20
0207220403 REQUIRED
07/22/2002 01:48 PM Snohomish
0002 RECORDED County 0��s\Q\A JUL 2 2 2002
AFTER RECORDING MAIL TO:
�aine Rob Michel By 13OJ3 DANTINI
........ 7907
121" SW, # 102
........... 61tylstate .-,.-----.--:Edmonds, WA 98026
DRAINAGE EASEMENT AND
DETiNTION TANK MAINTENANCE AGREEMENT
. . ......... ..
FIRSTAMMU91' I - �Z_I;A)
Whereas Regin�ild Ji Brr-u7i6_`e_;'Wan_d_VaIeriQ.� Bruce, husband and wife, are the owners of the following
legally described pToperty
Lot 1 of City ot-Edrrigrirds S.tw� Plat No S-98-121, According to the Short Plat recorded March
7, 2000, under ree6'rding'No!-2WO03075002, in Snohomish County, Washington, and
TRACT A A non- bxprib'�;ve'�6m`qnt for irigress and egress and delineated on City of
Edmonds Short Plat *No :,11')98L-111, iccording.to Short Plat recorded March 7, 2000, under
recording No 2000OX�-50*02,..in*'Srib*'horpitfi County, Washington
Whereas Michel Construction, Inc`i!*1*-ttie"'own& of the follo ing legally described property
Lots 2, 3, and 4 of City of Editionds Short Piat'No S:98-121, According to the Short Plat
recorded March 7, 2000, under recordipg* �o..20000075002, in Snohomish County,
Washington, and J
TRACT A A non-exclusive easemeN for'ngr�ss and' egress and delineated on City of
Edmonds Short Plat No S98-121, acdo.rding tp.S�W-P-41: recorded March 7, 2000, under
recording N.o 20000307-5002, in Snoh&MI-§h.,G6un!y, Washington
*S DOCUMENT IS RECORDED AS A COUH I 1:�,Y
NOW, therefore i -bNLY: FIRST AMERICAN TITLE INSURANCE CO
.... ... ASSUPAES.NO LIABILITY FOR SUFFICIENCY,
Reginald D Bruce and Valerie L Bruce, Grantors, estabrli-.#-a6.4WkR@0MAd across the following
described portion of their property, for the purpose of constrrj`ctiQn6fa stbrmi water detention tank,
and access for maintenance of said tank
The south 52 feet of the West 21 feet of Lot 1 of Cit)�*aLEdhiptids Sf�ort Plat No S-98-121,
According to the Short Plat recorded March 7, 2000, u rider. -r6co.rdi�q..Nb-,.200003075002, in
Snohomish County, Washington for the benefit of Lots 2, 4 anq'4.pf-City..ef Edmonds Short
Plat No S-98-121, According to the Short Plat recorded Mlwq� 7, 20PO; . i�nd . ef recording No
200003075002, in Snohomish County, Washington
Owners of Lots 2, 3 and,4 described above shall maintain the approximat6ly 1.61'x ag' x Xfzpncrete
detention tank constructed within said area, including pump -out cleaning, as**n'qc*e**ss4r-y;.and%jhe cost
of said maintenance shall be the responsibility of the owners of Lots 2, 3 and 4" Th4g*e�itiement is
granted with the express understanding that the detention tank occupies the a9ce'ss to Lot 1
Owners of Lots 2, 3 and 4 shall notify owner of Lot 1 a minimum of five (5) days
maintenance to be performed on said detention tank which would obstruct acces�40'1_01 1 dr�vewa�.
Page 1 of 2
...tn. the'event of a catastrophic failure of said detention tank, repair to said tank must be undertaken by
...ownelb of Lots 2, 3 and 4,'at their sole expense, within five (5) days of the date driveway access to Lot
I -6b§trycted Repair must be completed within fifty (50) days of date of failure
en
.6is.jaeuem '- t and maintenance agreement shall be perpetual and shall run with the land for benefit
: ;and.'bur ' dbns-bf.he ' ire -and successors in interest to the described parcel
Palk y f -2002
aid D Bruce, Grantee
h
V l3n4c6 . , .'f3rantee
9obi.n-W. MOO, President,
Midh*el d;�6-tAktion'. ; Inc , Q-1rantor
STATE OF WASHINGTON.
COUNTY OF SNOHOMISH
I certify that I know of have satisf�ctory evidenc * &161: R-EGli*LD D BRUCE and VALERIE L BRUCE
are the individuals who appeared before me, and said- 1'6dividual!�.ackripwledged that they signed this instrument,
and on oath stated that it to be the free and volunWy acl.at , such-: artWtor the uses and purposes mentioned in
p
this instrument
KAR#
Pauli HAm*gan:*
Nota: P6blic'in artd for the State 0�r
ry
Wastiiqton residing"M Edmonds
J
A -0/04
2-10-ch 0 A y appoffiffhe-pf exp ce4 2/11
STATE OF h#NA)U
op W ss
COUNTY OF SN6HOMJ�H,
I certify that I know of have satisfactory evidence that ROBIN W MICHEL,--f§ the'p@rson who appeared
before me, and said person acknowledged that he signed this instrument, �nd on-*6%h-'9tated that he was
authorized to execute.the 11ri Ih",t and acknowledged it as the Presidern of Michel Cpnlit(uction, Inc , to be the
free and voluntary 2�t �bjthe uses and purposes mentioned i6*Mfs in�triiir�pdf
1
L
Paula Harrigan
oil Notary Public in and for the Stateaf
.... ... . .. ..
Washington residing at Edmonds :1
to I* -.. . 1.
My appointment expires 2/10/04
W
Page 2 of 2
PERMIT NO: 94,7,.
City of Edmonds,.
V PERMIT EXPIRES**
I/) C. 76W) SIDE SEWER PERMIT..
Address of Construction: -7 4�K 44-1 LID
Property Tax Account Parcel No.
Attach copies.of all access and utility easementsr" Verified and Approved b
A
Owner and/or Contractor:
Contractor License #
Single Family
Multi -Family (No. of Units
F-1 Commercial (No. of Units.
Public'
ilding-Permit #: 0-Wo
Invasion into City *Right -of Way: El Yes 0.
*RW Construction Permit #
Cross other "Private Property: El Yes No
**Attach- legal description and copy of record6d yeasement.
Owner/Contractor
Owner or contractor signature and acknowl�dgement §tatemer&' Date
By signing for this permit I certify that I have read the City's public handout entitled
"Side Sewer Specifications, and shall comply with all City requirements outlined therein.
9 CALL DIAL -A -DIP (1-800-4255.5�5) BEFORE ANY- EXCAVATION W..
WFOR INSPECTION CALL 425-771-0220 ext6nsioni329..-2
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
...... ............
FOR OFFICE USE ONLY
P erm Repair
it Fee $ Fee $ Issued By:
Trunk.Charge $ Date Issued: ol
Receipt No, Z,
Assessment Fee- $
City Permit Surcharge Fee . $5.00 Total Fees Paid $_-4,0
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
initial:
Job Site.Ready YES. NO Date.
Partial Inspection: Date: Initial:
jAk Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: /�--7, initial:LDa As -built to Street File:
14 *W. j
T� PERMIT MUST BE -POSTED ON JOB SITE T�l
White Copy: File Green Copy:', Inspector Buff Copy: Applicant
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174TH ST-SW
CITY OF EDMONDS SIDE SEWER AS-B,UILT
ADDRESS
17407 76TH
AVE W
PERMIT
NUMBER 9478
HOMEOWNER xxxxxxx
CONTRACTOR MICHEL CONST,
DATE
06/07/01
DRAWN ISMAEL ABILA
BY
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PLOT PLAN
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City of Edmonds
Critical Areas Detemunation
Applicant: I Peter 1-1 Hemp Determination CA-95-9
Project Name: 13cmp Sliorl Subdivision Permit Number:
41-0407
Site Location- 17411 76th Av. N. Property Tax Acct 4:
Project Description
.non -project specific
A site inspection orthe property has re\,u.lcd a steep slope which may be as steep or steeper than
30% and there is more than 20 feet of vertical elevation gain.
B?-scd on the above findings, it is determined that there is potential for critical aren on or adjacent
to the -ite. A Cn'tical Areas Study is required to delinezte the boundaries of the potential critical
are,% its buffers and setbacks. A licens(d surveyor must create a topograpMc map of the site
which indicates all areas which slope 30% or more and have a vertical gain of 20 feet or more
Nvithin the 30% slopes. The map must also show the location of the buffer associated with the
steep slope.
If the prop" owner wishes tosipply for a specific development permit which they feel
would not impact the CriticRI Areas located on the site, they may submit their proposal to
theflanning Department for review. If thtJ112nning Department find.s that the proposed
dc.vc.lopment permit will not adverscly impact a Critical Area or its buffers, a conditional
w-River niay be issued on a project by project basis.
I .. I -%' i I-1. '
\rtnih
Nlame
Signature
' 4 -
'_J J
DEVEL6PMENT SERVICES CTR.
CITY OF EDLIM"U3
Jsniuiry 20, 1995
Date
235
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0 #2 V I/
YFE 1 \1,, 11
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1996 40 ft'
255
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PLOT PLAN 11-6 NI
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—Rv-eqopv.'cN7' SE-FIVICES CTq
CITY OF
SCALE: 1"= 20'
FILE
47.P)..p7)n,
:r76TH AVENUE WEST
OL ASPHALT MEWAIX.
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City of Edmonds
Critical Areas Determination
Applicant: I Peter 1, Hemp I Dctermination;U: CA-95-9
Project Name: Bernp Short Subdivision permit Number:
Site Location- 17411 76th Av. N. Properly Tax Acct V: 5131-000-.141-0407
Project Description
non -project specific
A site inspection of the property has revu.led a sicep slope which may be as steep or steeper than
30% and there is more than 20 feet of vertical elevation gain.
Based on the above findings, it is determined that there is potential for critical areas on or adjacent
to the site. A Cnitical Areas Study is required to delineate the boundaries of the potential critical
arca� its buffcrs and setbacks. A licens(d surveyor must create a topograpNc map of the site
which indicates all areas which slope 30% or more and have a veriical gain of 20 feet or more
-%6thin the 30% slopes. The map must also show the location of the buffer associated Aitb the
steep slope.
If the property owner wishes to spply for a speeiric development permit which they feel
-,vould not impact the Criticsil Are -as located on the site, they m2y submit their proposal to
theflanning Department for review. If the.Planning Department fin& that the proposed
devc-lopment permi It will not advmcly impact a Critical Area or its buffers, a conditional
w2ivcr may be issued on a project by project basis.
1"i.1- \r,,i,h
Name
Signature
F-21 E C a 9 IV D
DEVELOPMENT SERVICES CTR.
CITY OF EDiV.'Or,`U,3
Innii-iry 20, 1995
Date
ILE
Pli HLE
CITY OF EDMONDS
SINGLE FAMILY/DUPLEX COVER SHEET
0 fractions: Applicants are to complete the Information in the WHITE BOXES ONLY (Shaded boxes are for City
.80 only). This cover shoot must accompany each building permit application for a how single -gamily
residence.
PROJECT, ADDRESS `7 -fO V 576 19VC L41e.S 7-
PROPERTY TAX ACCOUNT PARCEL 0
DESCRIPTION OF WORK
OWNER Aidy-1 Co-l-sr PHONE
CONTACTIPERSON OW16h�- PHONE
E-MAIL FAX -7 -7 8-70 a&
MAILING ADDRESS
13 FAX CORRECTIONS MAIL CORRECTIONS E-MAiL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT 16 MY
R ESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
BY A TUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
r
, UBM17TAL ANY DISCRETIONARY PERMITS THAT 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 APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
SIGNATURE 19101JI(pi-fl- DATE
ZONING INFORMATION
ZONE jeS-12- LOT AREA 12j0410
NUMBER OF DWELLINGIINITS' EXISTING. DEMOLISHED 19— PROPOSED
DISCRETIONARY APPROVALS CA Determination
SUBDIVISION CU VARIANCE SHORELINIE_
SEPA_ Expires OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING SIF PROPOSED SF. TOTAL SI`21674�%Zf
HEIGHT CALCULATION INFORMATION
DATUM _�*v Se wle'll A;L__j18VTr CkW- DY4
AVE . ACTUAL-2
MAX 2-41;ji� 0;&
SETBACK INFORMATION
REQUIRED FRONT 2-f- /0 SIDE to REAR 2--5-
PROPOSED FRO N T_"7.5 IDE� SIDE /REAR
z
CNR- LOT [-]YES [ONO FLAG:LOT: Y M0 - ST.: DEDIC, YES NO�T.
ADU STATEMENT YES NO RECORDING
STAFF COMMENTS:
ENGINEERING INFORMATION
DRIVEWAY SLOPE % GRADING CYDS
EASEMENTS AIA
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SO.FT
EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SO.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE 7
City Use Only
SIDEWALK REQUIRED [-]YES (QNO DRAINAGE PLAN REQUIRED []YES [:]NO
UNDERGROUND WIRING REQUIRED EDYIES [:]NO
STREET DEDICATION FT. LID#
STAFF COMMENTS:
SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only)
SOILS, STRUCTURAL,
EISTART.OF WORK OPLACEMENT OF REINFORCEMENT
MEXCAVATION A GRADING
.. OPLACEMENT OF CONCRETE
IVSHORING INSTALLATION & MONITORING []BOLTS INSTALLED IN CONCRETE
PROOF ROLLING DSTRUCTURAL MASONRY
P
PLACEMENT OF FILL & COMPACTION OSTRUCTURAL STEEL ERECTION
P
UBSURFACE DRAINAGE HIGH STRENGTH BOLTING
ERIFY SOIL BEARING WELDING (WABO CERTIFIED ONLY)
OPILE PLACEMENT 0OTHER
tEROSION CONTROL
GENERAL SITEAONITORING BY THE
EOTECHNICAL ENGINEER OF RECORD
&GENERAL I SITE M ONII . TORING BY THE
4EOTECHNICAL ENGINEER OF RECORD
'DURING WET WEATHER CONSTRUCTION
13FINAL,GRADING & FIELD REPORT
DOTHER
APPLICANT MI(Alfigg PLAN CHECK 0
DATE RECEIVED
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS 1997 UBC. UMC, UPC, WSEC, VIAO WITH -AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 8 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load
Root SnowILIve Load Balcony Live Load
Floor Dead Load
Roof Dead Load Balcony Dead Load_
NUMBER OF ST�RIES
BASEMENTS FLOOD ZONE
LOTSLOPE% A-49
by _�]
14,f"f--OILS REPORT PROVIDEpf,
YES M NO
FLOOR AREA JUEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing puesed Total
Living Space M5:tl
Garage Qj 1�2
C:rport
0 Ck/Covered Porch
Other -
ENERGY CODE COMPLIANCE INFORMATION
FUEL
TYPE Ig GAS, OIL [] ELECTRIC
OTHER
13 FORCEIDAIR []HEATPUMP []HYDRONIC
[:]OTHER
FNFRCY
CODE METIJOD OF COM
PRESCRIPTIVE: List Option
FOR CITY USE ONLY
TARGET UA APPROACH: Provide UA Calcustions
Coiling In
F-1
SYSTEMS ANALYSIS: Provide Computer Analysis
We. U1:U.g:.1Ion -
Floor Insulation -
Door U-Value .
11
ENEFIGY/VENTILATION WORKSHEETS PROVIDED
.. I r)
Window U.ValuoV-,o
Skylight U-Value
E]
WINDOW SCHEDULE PROVIDED
Glazing %
VENTILATION CODE COMPLIANCE INFORMATION
KITCHEN FAN CFM BATHROOM FAN(S) CFM_ LAUNDRY FAN CFM
WHOLF HOUSE VENTILATION SYSTEM
OE.HAUST OPTION
FRESH AIR TO BE PROVIDED TO WINDOW VENTS ALL PORTS
EACH HABITABLE ROOM IN 11\17P.
EXHAUST FAN TO BE CONTFIC t�,0:11 TIMER AND SIZED AS FOLLOWS:
13 1 - 2 BEDROOMS: 50 - 75 CFM X4 BEDROOMS: 100 - 150 CFM
1:1 3 BEDROOMS: 80 - 120 CFM 11 5 BEDROOMS: 120-180 CFM
DEDICATED HEAT RECOVERY VENTILATION OPTION
SEPARATE PERMITS (City Use Only)
RIGHT OF WAY CONSTRUCTION PERMIT
ENCROACHMENT PERMIT
r9fQTATE ELECTRICAL PERMIT
LOP
13 FENCE PERMIT
0RESIDENTIAL FIRE SPRINKLER PERMIT
0OTHER
MECHANICAL PERMIT
PLUMBING PERMIT
13 WATER METER
11 SIDE SEWER PERMIT
1:1 IRRIGATION (SPRINKLER SYSTEM)
13 OTHER
Any request lot modification, variance or Other administrative deviation (herinatlet 'variance*)
must be specifically called out and Identified. Approval of any plat of plan containing provisions
which do not comply with the city code and for which a variance has not been specifically
identified, requested and considered by the appropriate city official in accordance with the
appropriate provision of city code of state law does not approve any Items not to code
specification.
PERMIT ISSUANCE AP=OV L
PLANNING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
bCitjr Use Only)
DATE 9-11-LV
EN . GINEBRING REVIEW at APPROVAL
CONDITIONS OF APPROVAL:
DATE]W
BUILDING REVIEW & APPROV IL
CONDITIONS OF APPROVAL:
TE
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Po pf
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f.72nd St Sw k`
Soalawn D f
,,X 173rd t S
pi
i 741ti
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75th St Sw
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n versit
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178th P1 sw
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4w st swl
sw sl�f st sw
182nd St Sw
d P1 SlIV:
18Std St Sw
J
th st ew
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Uth �t S� 185th PI Sw la
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188th.St 6w I- eerrinville 48.7th pis
)-1999 mapauest. lg,:01999..Nav;g�tbn'rechn �..Qth.st Sw
-ilr"TY MAP
"'V*TICIN
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9, 15150. FT. (I N q2y" ZE 1
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E 246.60-
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-255
c
1. LOT 3 OF 98-121
2. PROPERTY TAX ACCOUNT NUMBER: LOT 3 OF 5131-00-141-1405.
3. VICINITY MAP (SEE THIS PAGE)
4. NEW CONSTRUCTION FOR 17407 76TH ST. S.W. EDMONDS, WASHINGTON 98026
5. OWNER: MICHEL CONSTRUCTION INC. - 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211
6. CONSTRUCTION DRAWING: MICHEL CONSTRUCTION, INC. 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211
7. STRUCTURAL ENGINEER: WENDELL REED, 8311 212TH ST S.W. EDMONDS, WA. 98155 546-9217
8. CIVIL ENGINEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502 SHORELINE, WA. 98155 546-9217
9. GEOTECHI\TICAL ENGINEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502, WA. 98155 546-9217
10. LEAD DESIGN PROFESSIONAL/CONTACT PERSON: DWIGHT MCGREW 776-2211
11. ZONING: RM 12 LOT SQUARE FOOTAGE 12,046 SQ. FT.
12. TOTAL NUMBER OF DWELLING UNITS 1
13. ACTUAL LOT COVERAGE = 2,469.59/.121046 = 21%
14. MECHANICAL SYSTEM: FORCED AIR RHEEM 80% GAS FURNACE RGDG-05, 80,000 BTU
15. WIND EXPOSURE B,- SEISMIC ZONE 3, SOIL: 200OPSF
16. OCCUPANCY: GROUP R, DIVISION 3 TYPE VIN.
17. COMPLIANCE PATH: COMPONENT PERFORMANCE APPROACH GLAZING= 16.66%
18. GLAZING U VALUE =.380, DOOR U VALUE =.400, CEILING R VALUE=38, WALL R VALUE=19, SLAB R VALUE=10
19. COMPLY WITH UBC, UPC, UMC, UFC, VIAC, AND WASHINGTON STATE ENERGY CODES
20. LOT SLOPE = 6% E-W
21. CA FILE NUMBER 95-9
22. ADB NUMBER N.A.
23. SET BACKS: FRONT 25', SIDE 10', REAR 25'
24. IMPERV. SURFACE AREA; DRIVEWAY 1995.14 SQ. FT., RESIDENCE 2,469.59 SQ. FT., PATIO 146.00 SQ. FT.
25. HEIGHT CALCS FOR 17407 (A 237.72+ B 249.97 + C 253.24 + D 248.89) = 247.46
26. DATUM POINT: SAN SEWER MAN HOLE ON 76TH ST SW 197.80'
27. MAX HEIGHT-25, MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED SOIL AT CORNERS OF EXTENDED
BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT
28. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE.
29. LOT LINES STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION
30. ADDRESS N-UMBERS SHALL BE POSTED PAINLY VISIBLE AND LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
31. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY AND.OR SERVICE SHALL BE PLACED UNDERGROUND
32. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 (ASTM D3Tm D3034)
33. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER "VARIANCE")
MUST BE SPECIFICALLY CALLED OUT AND IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS
WMCH DO NOT COMPLY WITH CITY CODE AND FOR WHICH A VARIANCE HAS NOT BEEN SPECIFICALLY IDENTIFIED, RE-
QUESTED AND CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN ACCORDANCE WITH THE APPROPRIATE PROVISION
OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE SPECIFICATION..
BUILI.JING INFO
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DRAINAGE PLAN SCALE: 1" = 20' N
SPIN, t
COVER SHEET:
Fl 51TE PLAN & 13UILPING HEIGHT CALC5
VICINITY MAP
FLOOR AREA 5UMMARY
PROJECT INFORMATION
ARCHITECTURAL:
Al 13UILDING ELEVATION5
A2 ELEVATION5
A3 FIR5T FLOOR PLAN
A4 5ECONP FLOOR PLAN
STRUCTURAL DRAWINGS:
51 FOUNPATIONO / FIR5T FLOOR FRAMING PLAN
52 5ECOND FLOOR FRAMING PLAN
53 ROOF FRAMING PLAN
CIVIL DRAWINGS:
Cl 5TORM DRAINAGE, ER05ION
C2 5ITE CRO55 5ECTION5
SITE ARCHITECTURAL:
Ll LAND5CAFE PLAN
LAND5CArE 6CHEDULE
17-77
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m
.15.00
EVISIONS: