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HomeMy WebLinkAboutGIRDWOOD ORIGINAL TOWNSITE BLK 2 LT 2Girdwood OriginaI
Townsite
Block 2
Lot 2
#075 - 152 - 02
,.e. Jtl J 2 F 6 171'7, F
WdllLog
i.,,,, ,.„..., „..,., . , ...._
<!:{Ct 0,-:;.:f:: _.i;,.. -L''';,-7 =
Drilling started:07 22:2010 07:22 2010
City.. Borough:
Subdivision:
t3LO( is.
1.OT
Property Owner Name fi Address: Jacob Young
Girdwood
Original Townsite
2
2
9021 Amanda Circle
Anchorage. AK 99502
Meridian Township R.ancte S:'.eriOil /=t of s of a of ' a
BOREHOLE DATA(from top of easing)Depth
Materia!: Type Color 84. wetness From -i-0
Drilling method: (X ) Air rotary. t ) Cable tool. Other— i
—
Well use: t ) Public supply_ (X) Domestic. Other
stickup 0
2
Depth of hole: 80 ft, Casing stickup: 2 n
Casino type: steel Thickness: .250 inches
sand & gravel
2
8
Casing diameter: 6 inches caving depth: 80__-_ ft
Liner type: - Diameter: - inches Depth: - ft
wet sand &
8
18
static water (frost top 0< casing): 3 ft on 07:22:2010
gravel
Pumping level s yield: feet atter hours atFpm
Recovery rate: 30 ,pm. Method of testin"-: airlift
sand & gravel w/ H2O
18
30
Development method: airlift 1)uration: 1 hour
wet clay
30
40
Well intake opening r pc: (X) Open end. ; ) Open hole. Other
Screened: Start: - ft, Stopped it
gravel w/ H2O & clay layers
40
76
Screen type: - Slot mesh size: -
Perlorated: Stan: - ft. Stopped: ft
coarse gravel w/ H2O
76
80
--
- -
Stag: ___ -- It_ Stopped: It
Note:
Grout type: bentonite volume -
Depth; from ground surface to 20 r;
Pump intake depth: ft
Pump size: hp. Brand nanic:
Was well disinfected upon compietiont X) Yes_ ( ) \o
Method of disinfection:Calci.um._Hypochlorite..(Chlorine)._
Driller comments: disclaimers:
V, ell driller name: Curt Hefty
Company name: Hefty Drilling, Inc.
Mailing address. 3540 Akula Dr.
r-;tt-Anchorage State: AK Zip 99516
Phone number : t 907 ) 345 - 0593 fax:345-4700
Drillers signature:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw St.
P.O_ Box 196650 Anchorage, AK 99519-6650
Www.muni.org/onsite
(907) 343-7904
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
Permit Number: OSP 101088
Date of issue: ,1tily/ 01/7011
Parcel Identification Number:
Is well located at approved permit location:' t x) Yrs or ( ) No
..."*.limammeamem
'Pump Installation Log gika
or;5„i
LOCATION:
1 • ,
ABOVE GROUND
CASING
NAME: c,--)C:-cob 10 4,0,15
DATE:
0
LEV.=
Pitless Adapter Manufacturer's Name: C‘...njot' k
Pitless Adapter Installer: P-141 i') C
PUMP TYPE
L.
0.
MAKE
MODEL
jo c) QC -1 07 - a.00
SERIAL t Pump
Motor
DROP TYPE: Type 1/ L._ Size I 11
Condition V e c.v/
POWER CABLE: T)98 4 -C -Size /1/1C)Ilk
Condition RiM11/.
ELECTRICAL: Volts 23
Amps
WATER TANK: Type
Size
ViEU. CAN Q Sae
CASED HOLE: From
INTAKE STRUCTURE: Type
From
OPEN HOLE: From
(1.7
Dia. Type
To 6o
Oeti 1a
To
To
COMMENTS:
well was disinfected upon completion.
method: calcium hypochlorite.
Water Wel 1 and Puny Service
Anchorage, Alaska
(907) 345-0593
.1.1SalbgefTe
ANALYTIC A
(AMP
Jacob C.Young
Attn: Mr. Jacob Young
PO Box 1653
Girdwood, AK 99587
(907) 336-5002
Fax:
Client Sample ID:
Sampling Location:
Client Project:
Sample Matrix:
COC #:
PWS#:
Residual Chlorine:
Comments:
283 Old Dawson, Girdwood, AK 99587
Well -Safe Testing
Drinking Water
Lab#: A1112027 -01A
Analytica Anchorage
4307 Arctic Boulevard
Anchorage, AK 99503
Phone: 907-258-2155
Fax: 907-258-6634
Report Date: 12/15/2011
Receipt Date: 11/30/2011
Sample Date: 11/30/2011
Sample Time: 1:00:OOPM
Collected By: JY
Flag Definitions:
MRL = Method Reporting Limit
MCL = Maximum Contaminant Limit
B = Present also in Method Blank
H = Exceeds Regulatory Limit
M = Matrix Interference
J = Estimated Value
D = Lost to Dilution
** = RL higher than MCL; target not detected
TNC = Too Numerous to Count - result rejected
CF = Confluent Growth - result rejected
TCNG = Turbid Culture No Growth - rejected
Analysis Method
Parameter
Result Units
Flags MRL
Prep Prep Analysis
MCL Method Date
Date Analyst
9223B -PA (Aqueous) - Coliforms in DW
E. Coli Pass PASS/FAIL
Total Coliform Pass PASS/FAIL
Lab#: A1112027 -01B
Test was conducted by: Analytica - Anchorage
1.0 1 11/30/201111/30/201 ]KM
1.0 1 11/30/201111/30/201KM
Analysis Method
Parameter
Result Units Flags MRL
MCL
Prep Prep
Method Date
Analysis
Date Analyst
4500-NO3E (Aqueous) - Nitrate -i -Nitrite pres
Nitrate -Nitrite as Nitrogen <MRL mg/L
Lab#: A1112027 -01C
Test was conducted by: Analytica - Anchorage
0.10 10 12/12/201112/12/2011MC
Analysis Method
Parameter
Result Units Flags MRL
MCL
Prep Prep
Method Date
Analysis
Date Analyst
200.8/200.8 (Aqueous) - Family Well Water I
Arsenic <MRL ug/L
Test was conducted by: Analytica - Thornton
0.15 10 200.8 12/9/2011 12/9/2011 RM
Page 3 of 3
On -Site Water System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP101088
Tax Code Number: 07515202000
Work Type: Well Initial
Permit Effective Dates: July 01, 2010
Design Engineer:
Subdivision: GIRDWOOD ORIGINAL TOWNSITE
to July 01, 2011
Site Legal Address: GIRDWOOD ORIGINAL TOWNSITE BLK 2 LT 2 G:5112
Owner/Address:
YOUNG ERLING J &
YOUNG JACOB C -A 9021 AMANDA CIRC ANCHORAGE AK 995025509
Site Mailing Address:
Lot Size in Sq Ft: 6000
Total Bedrooms: 2
This permit is for the construction of:
N Disposal Field N Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: Date:
Issued By: Date:
0519 5
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
O75- /52 2
Property owner(s) C;wb t\��� � YUuI lc,
Zip Code ea SW --
Zip
Zip Code
90z1 ,A WKavI co )44.1. ,1)c
Day phone 382-- 6 5-7g
Mailing address
Site address
NN rel Oat,[st
Legal description (Sub'd., Block & Lot) 6 iChvbatit Or/ "1 v4 folmosk, �j/oeL tifnt
Legal description (Township, Range & Section)
Lot Size ()D'O Sq. Ft. Number of Bedrooms
644 Sriz,
THIS APPLICATION IS FOR (Eall that apply):
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of propertyner or authorized agent)
Permit/Rush Fees: _2 d '0 Waiver Fees:
Date of Payment: -p7 / $ —/ O Date of Payment:
Receipt Number: 0 / G% 21 Receipt Number:
(Rev. 11/05)
PROPOSED FINISHED FLOOR
ELEV. (ASSUMED)
20.7
-
o`"
/
®..........
SHED
. 7 ... OVE
....._ _ ...
SHOUSE
'
3
1 15' A4fr, FIA,
72000
2' ROOF.....-......
.
HANG...:.......
O PROP'
0
'r
NOTE:
ELEVATIONS ARE
1972 NGS ADJ.
S 72 E= 18.20'
la
1
°
?•O.
D —
N� �,
/.1\
1965
t o
`
Jl
O it
�
PROPOSED BUILDING CORNER
ELEV. (ASSUMED)
19.7
ZONING DISTRICT
GC3
FRONT BUILDING SETBACK
13'
SIDE BUILDING SETBACK
10'
REM BUILDING SETBACK
10'
ROOF
OVERHAN
100' I•,eVw/ 141.a1/ I,17C
720
2s''
.. GRAVEL......
DRIVE.........
CO
rye, O
O`
(lig 110-C_
SURVEY CERTIFICATION
..�ovr'r liiiii
.•�E q4.� 44
4.�P••...................,;�1�
/—J..... '
/ANCHORAGE,
/ 9,
�• , ah �_\
/
(T,/
1" "•'oBERT . �o. ,-- R.•
• �'
9 .. 4 —s
��
s '• •
��°,. •'•., ,.••••
. Pa .. es**.
�l
��WMi��ssion6:�•4
`/
2 0
S
It
. ;
=
,i��
*
.
Prepared by
Robert E. Johns, Jr. & Assoc.
Professional Land Surveyors
1700 BRINK DRIVE
ALASKA 99504
PLOT PLAN
I hereby certify that i how physically surveyed
the lot drawn and described hereon, and that I
haw found or established all of the lot comers
as shown on the plan and to the best of my
knowledge and abiitles, all dimensions have been
measured we and correct.
FOUNDATION AS -BUILT
I, Robert E Johns, Jr., hereby certify that I
have performed an As—Built survey of the
foundation on this lot and that all the
dimension. and information as shown hereon
ore we and no encroachments exist unless
°"""�"
FINAL STRUCTURE AS -BUILT
I, Robert E. Johne, Jr., herebyaero that I
haw pertonned an As—Built rvey of thestru
the
dimensions ^noenmis lot °�^ '� wrist
aro we and no oneroachmonts exist unless
shown otherwise.
Scale: 1"
= 30,
J
Rec. Lot S.F.
Rec. Plat File No.
,�
y'
a
Date Surveyed:
'� 6/14/10
Drawn by
REJ
Checked by
J M K
Date Drown:
6/14/10
Grid:
SE5112
W.O.'"°'" 1169
Legal Description:
LOT 2 BLOCK 2
U.S. SURVEY 1177 GIRDWOOD TOWNSITE
• LOT SURVEY
• FOUNDATION AS -BUILT
AS -BUILT
-BUILT ...
CORNERS
SURVEY TYPE
CORNERS SET
SET REBAR m DRAINAGE
0 FOUND REBAR
SYMBOLS
LOT
SET
SURVEY ... TOPOGRAPHY
• RECERTIFICATION AS—BUILT ... NO
11 ASPHALT
• FINAL STRUCTURE
I Q"a• *1
O. PLOT PLAN ... AS
' WOOD
FENCE I CONCRETE
FENCE Will WOOD DECK
' AS—BUILT ... NO
I
004 ASSUMED ELEV. X X X METAL
PLOT PLANS & LOT SURVEYS •
PRIOR TO
RELATIVE
PLAT.
NOTE:
GROUND AND VISIBLE WILL BE
SIDEWALKS, DRIVEWAYS,
LOCATION, ONLY. SNOW
FROM BEING SEEN AND LOCATED.
UNLESS OTHERWISE NOTED.
IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER,
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE
TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE
THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION
ONLY THOSE IMPROVEMENTS ABOVE
SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS,
ETC.. ARE SHOWN IN THEIR APPROXIMATE
MAY PREVENT SOME IMPROVEMENTS
ALL DISTANCES ARE RECORD
UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES.
THE SURVEYOR TAKES RESPONSIBIUTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY.
LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE.
DATE SCHEDULED / / TIME
SUBDIVISION GIRDWOOD ORIGINAL TOWNSITE
INDICATE NORTH
INSPECTOR
BLK/LT/TRACT BLK 2 LT 2
N is
SIZE MAIN:
CONNECT LOCATION:
TYPE MAIN:
z.(o`SWoF'
1Fwg.vert?L�t�IE (coQN�
DEPT AT MAIN: D
AT PROP., LINE 5'
COMMENTS
INSPECTED BY:Z,. G,, c1l
DATE:
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 015- le; -6;
1. GENERAL INFORMATION
Expiration Date: tP
'b --8-t`
Complete legal description L -C 2 4Liz_7/ wry C112-OLAT‘50a o;2hL<rr fE- ]U nj5tZ
Location (site address) ' 53 CLQ t9llws (-JAI
Current Property owner(s) &42_,/roc. y vuvv 4 Day phone 29 6' 24
Sze, ^qJ
Mailing address 70 4 4-nvlrra4 Cacti= Ort it
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
2.
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well rE Individual ❑
Individual Water Storage ❑ Holding Tank ❑
Community Class Well n Community ❑
Puhlic VVater System ❑I Public Sewer IaX
WaiverNariance request for: t`,A.�L c f'4: Distance: { C.
Received by:
COSA to be released to the engineer' unlessotherwise requested by the engineer.
Date:
COSA Fee $
Date of Payment I / Co' 1
Receipt Number 0 351 al
COSA # DSC 1 } 1 OpU
Waiver Fee $ 11 ?-2- —Date of Payment
Receipt Number 0 3561D- I
Waiver# 05eiLl oo5
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm
Address
Engineer's Printed Name &72,1-,t TuALIQ y(7uNJ Q
6. DSD SIGNATURE
I0""''' System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for
Phone
Date
.m 01- .E
..,.>s
S 4).1
49TH
�� • L � G JOHN YO?
r •• CE 8778
.rOe
jtlt40• •••L°a,q
t:i Pnnf,FES;']
bedrooms, with the following stipulations\oci.s • '1/4-'
c(1/4( AtivAir
S -4 -)
AQP {-/Y0
-y ON-SITE
WATER AND "'
---c0,4PROGRAM
-92,14r SPRtf
By:
Original Certificate Date:
-8 '
The Qr4xinigrality chorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
COSA blue sheet i c
Nitrate Advisory
Arsenic Advisory
Other
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: COT Z/ 'tL1L Z t' t;i12i%WUI30
A. WELL DATA c/L C4 .J? L txmN ;TzL.
Well type 3>taIiG If A, B, or C provide PWSID # Well Log (YIN)
Date completed 7/200 Sanitary seal (Y/N) / Wires properly protected (YIN) 7
Total depth td ft. Cased to 2D ft. Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Date of test 672 o 1/4/,q
Static water level 3 ft, f&; odi Lu�n p 67 ft. ( & u?_ a v P 034s rn14)
g c.W�Srrtii
Well production 3 O g.p.m. &L- g.p.m.
WATER SAMPLE RESULTS:
Coliform 44- colonies/100 mL Nitrate 0141 41 mg/L
Arsenic -- ug/L Date of sample: 12// To Collected by: Er i ' 10utici
B. SEPTICIHOLDING TANK DATA'AM-
Tank Type/Material Date installed
Parcel ID: Q 7C /52. O 2
Tank size gal. Number of Compartments _ Cleanouts (Y/N)
Foundation cleanout (Y/N) _ Depression over tank (Y/N) High water alarm (Y/N)
Date of pumping Pumper
C. ABSORPTION FIELD DATA—M-
Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) System type
Length ft. Width ft. Gravel below pipe ft.
Total depth ft. Eff. absorption area ft2 Monitoring tube _ Depression over field
Date of adequacy test Results (Pass/Fail) For _ bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
D. LIFT STATION --AM
Date installed Size in gallons
"Pump on" level at in. "Pump off" level at in.
Datum Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot N�
Absorption field on lot !`l�
Public sewer main a3 t-7-
Sewer
-7Sewer /septic service line 3
eJb
Animal containment areas
Manhole/Access (Y/N)
High water alarm level at in.
Meets alarm & circuit requirements?
On adjacent lots 714"
On adjacent lots / (19 Fr-
�
Public sewer manhole/cleanout / q / r
Holding tank /44
Manure/animal excrete storage areas GW FT
SEPTIC/HOLDING TANK ON LOT TO:—AM
Building foundation Property line
Water main Water service line
Wells on adjacent lots
ABSORPTION FIELD ON LOT TO: WA -
Property line Building foundation
Water Service line Surface water
Curtain drain Wells on adjacent lots
F. COMMENTS
Absorption field
Surface water
Water main
Driveway, parking/vehicle storage
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Sl -g"; Jo vkJ your) 4
Date
Veit
COSA brown sheet 10-10-12.doc
January 8, 2014
Municipality of Anchorage
Subject: Request for Waiver
This letter is a formal request for a waiver from the 100 foot separation between a water
well and sewer manhole/cleanout as required by Table A-1 in Section 15.55.060 of the
Municipal Code. The property is Lot 2, Block 2 of the Original Girdwood Townsite. The
well was drilled in error approximately 92 feet from an existing sewer manhole/cleanout.
However, there are mitigating circumstances that should be considered for this waiver
request.
The surface elevation of the property is approximately two feet higher than the road
surface of Old Dawson (the street in front of the property and the location of the sewer
manhole/cleanout referenced). The top of the well casing is approximately four feet
higher than the surface elevation of the property placing it approximately six feet above
the surface of Old Dawson. The static water level inside the well casing at the time the
well was drilled (July 22, 2010) was one foot below the surface of the property, but still
one foot above the surface of Old Dawson. As of January 2, 2014 the static water level
inside the well casing was even with the surface elevation of the property placing it
approximately two feet above the surface of Old Dawson. Additionally, the well flow rate
at the beginning of the four hour flow test was 16.5 gpm and at the end of the test it was
still 16.5 gpm, indicating that there was no drawdown. Given this information it appears
that the well is slightly Artesian in character such that even in the event of a flood net
flow would be away from the well. Also, the laboratory tests of the well indicate that
there are no coliforms present.
All of this information taken together indicates that flow from the sewer manhole/
cleanout to the well is highly improbable and in my opinion a waiver from the
requirements of Table A-1 Section 15.55.060 of the Municipal Code is justified.
Sincerely,
Erling J. Young, PE
w q`f 9!. A(Is 11
"*:49Tt 't*4
o,.
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�� �_, CE -8718 >�i
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d
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.m un i.orp/Onsite
Development Services Division
On -Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: SP141005 COSA#: OSC141000 Permit#:
PID#: 075-152-02
Legal Description: Girdwood Original Townsite Block 2 Lot 2
Engineer: Erlinq Young
Applicant: Erlinq Young
Your request for a waiver of the required 100 feet horizontal separation from the
public sewer cleanout to the private well has been approved. The approved separation distance is
92.0 feet.
Any future on-site development will require all separation distances be met or another approval
from this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
® Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: // /g Approved by: c/Al t/c
Name of Reviewer
Rec#: 035921 Amount: $1.128.00 Date Paid: 116/14
**** VARIANCE/WAIVER REVIEW ****
per; S.0 saw,
euuhic S :VA«
T
WELL A
'
The location of the structure(s)as
shown on this record drawing
Cas -built) complies w'th Title 21, AMC.
EXISTING
STRUCTURE
`... \i
UNDER NO CIRCUMSTANCES SHOULD AN AS—BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES.
THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR ThE COST DE THE SURVEY
LISTED DISTANCES PREVAIL OVER SCALING REPRODUCTION t,IAY CAUSE ERRORS IN SCALE.
SYMBOLS
P LOT SURVCY
E FOUNDATION AS—BUILT
I FINAL STRUCTURE AS—BUILT
Li PLOT PLAN ... AS—BUILT... LOT SURVEY ... TCPOORAPBY
SURVEY TYPE
SET RESAL. :."sac ce,Oss.
�� 5S^� DRANAGE
G 0 FOUND P.EBAR - 0 0 WOOD FENCE
I 0 AS -BUILT ... NO CORNERS SET P1 RECERTIRCATION AS -BUILT ... NO CORNERS SET (9 ASSUMED ELEV. X X X- METAL FENCE
j NOTE:
PLOT PLANS & LOT SURVEYS
IT i5 THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE
TO FINISHED GRADE AND UTILITY SONNECTIONS AND TO DETERM.d.L
THE EXISTENCE OF ANY EASEMENT COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION—
I SURVEY CERTIFICATION
TPAN
certfy that I have MYsicallyuneyod
!En, IOC d.rown andaE described hereon. d that
hon found one bushed s: of the lot earners
!.n the plan and to the best of my
r clm s and mlutiu, of dvnanelcns have bat,
..• n,n n true and correct.
FOUNDATION AS—BUILT
L Rddt B. John& b.. nmaby Certify that 1
hwx evgernnd an Az—Buil u,wy of the
a,cdalim m this lot and that an the
end worm... tl,am h&Nn
true d no enencroach/Innisovnmts mist uit
are true
aencroach/Innis nthawiw.
FINAL STRUCTURE AS—BUILT
I, Robert E. Johns. Jr., nxWy Certify that I
.n performed on Aa—Bulli surrey of the
tioture cn Nle let and that an the
clue and ;nfanatlm as shown hereon
ten. and no en.,aocirnenta exist ansae
rrcrorcri
Is,-
//1/I
PSP'PAL1
CONCPET
WOOD DECK
ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE
SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS,
ETC., ARE SHOWN IN T-iE:R APPROXIMATE LOCATION, ONLY. SNOW
MAY PREVENT SOMI IMPROVEMENTS FROM BEING SEEN AND LOCATED.
•LAI. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED.
Prepared by
Robert E jc llns, Jr. & Assoc.
Pro-ess.oni Land Surveyors
1700 Brink Drive.
ANCHORAGE, ALASKA 99504
4....7t.... qCQ o•
tw
Iz
Cote Surv'ayee:
1"
0906112
Rec. Lot S.F.
Rec. Plot File No.
Crown by. REv, Checked by
9l
Ip (Dote Drown:
eco, ..e_ rpt cr
s
Alt
L
S. SU
1)9 2:5112 "SE5112 12-410/12-228
OT 2 BLOCK 2
GiREANOOD TOWN.SFE
-�O<
__.EAIX
ReA3 aooLXNG k1SAoc
ctJ�.
WELL
r` EXISTINjd
1' STRUOT'UR-_
C.3
The location of the structure(s)as
shown on this record drawing
(as -built) complies Wth Title 21, AMC.
i//7aoia
UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE
THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST 0
LISTED DISTANCES PREVAIL OVER SCAUNG. REPRODUCTION MAY CAUSE ERRORS IN SCALE.
MES.
THE SURVEY.
rTJ LOT BURVEY
D FOUNDATION AS -BUILT
0�T FINAL STRUCTURE AS -BUILT
0 PLOT PLAN ... AS -BUILT ... LOT SURVEY ... TOPOGRAPHY
Ig AS -BUILT _ .. NO CORNERS SET fl RECERTIFICATION AS -BUILT ... NO CORNERS SET
PLOT PLANS & LOT SURVEYS
I IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER. PRICK TO
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE
TO FINISHED GRADE AND UTILITY CONVECTIONS AND TO DETERNA NE
I THE EXISTENCE OF ANY EASEMENT COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT.
SURVEY CERTIFICATION
SURVEY TYPE
PLOT PLAN
I Smthmy catity that 1 haw physicallysurveyed
o--r d. described dcsed ercM. a that
F r a obIMeel all of the lot comers
on m the plan and to the bet of my
Mown on
and I.tia4 ail dimensions have been
.nasormd we and correct
FOUNDABON AS -BUILT
1. Rcboet E Johne. J., herby cw[ily Not 1
hove art01 0 on As—Solt survey el the
fetmethilon on this lot and that Nl the
L Insaoaloa as ahoim hereon
�a e tno and no thm<nta < less
ccn ctw^oloo.
FINAL STRUCTURE AS -BUILT
Rhe" E. Jdlne. Y., herby sat't'ly that 1
have Ethrfof
i.nbtotu x011 this lett wdHat d1 Ne the
1 dlnernrlana aha information as shown harm-:
et,
a Vet and
o 41
oahmts exist unless
ththra
so 4•a 13
e�� s
SYMBOLS
SET RESAR CT- :acans_-.
os DRAINAGE
0 FOUND REB.A?2 �--e- A000 FENCE
£ ASSUMED ELEV. X X X METAL FENCE 111 ?Jl
NOTE:
ASPHALT
CONCRETE
WOOD DECK
ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE
SHOWN FENCES, l L S SEPTIC CLEANOU'S, SIDEWALKS DRIVEWAYS,
ETC., ARE SHOWN IN TrIBIR APPROXIMATE LOCATION ONLY. SCOW;
MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED.
ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED.
Prepared by
pert El. johns, Jr, ac Assoc.
Pratesdionoi Land Surveyors
1700 Brink Drive.
ANCHORAGE, ALASKA 99504
it
Pa
Boole:
Date Surveyed:
L_
Date Drew`::
Leaci
,t
1' = 3©1
C9.25
Rec. Lot S.F.
Drown by, RE
Rea Plot Fife Na I
hacked b
U
nor Gra: w.Dn
09 25112 SE5112 12-410/12-228
LOT 2 BLOCK 2
17 ' GRDWOO! TOWNS! T E
7
PROPOSED FINISHED FLOOR
ELEV. (ASSUMED)
20.7
PROPOSED BLOWING CORNER
aEV. (ASSUMED)
19.7
ZONING DISTRICT
GC3
FRONT BURPWG SETBACK
13'
9Y BUILDING SETBACK
10'
REM BUILDING SETBACK 10'
ROOF
OVERHANG y
NOTE:
ELEVATIONS ARE
1972 NGS ADJ. 1965
S 72 E= 18.20'
O`O
0
Sg0
' sees..
00„
00,
0
S9
a?0
00,
IDD' 1✓avn kah
SURVEY CERTIFICATION
3
0•
4 L , 15' A42) s/LJA, ZS'c-
PLOT PLAN
1 hereby certify that 1 how physically Haelee
the rot drawn and detailed hereon. and that I
haw frond or «IabliNM di of the Tat canters
as lam on the pion and to the beat of my
eio, sedge and abtltln. oY dYnmYm. have beat
measured we and cornet
FOUNDATION AS—BUILT
1. Robert E John, Jr.. hereby certify that 1
have performed on Ae—Buil survey of the
foundation m this lot and Mated the
dimensions and Information ori shown hereon
are WeMCMand no encroachments mast unless
shorn se.
FINAL STRUCTURE AS—BUILT
I. Robert E Johns, Jr.. hereby certify that I
haw performed an As—Bunt survey of the
sleuth... tel MIe lot and thot all the
dimmyms and Ffamation ere shorn hereon
are Ole and no encroachments exist unless
.ham otherwise.
•
.�0+ .. `1,!4
E•OF
•
•
•
th
f °OBERT
as
R.
•
•
r o!
•4?" Ar
.
ICI•pro fes sionol oo..'
•lgaaww*ss
Prepared by
Robert E. Johns, Jr. & Assoc.
Professional Lond Surveyors
1700 BRINK DRIVE
ANCHORAGE, ALASKA 99504
Scale; 1 n = 30,
Rec. Lot S.F.
Rec. Plat File No.
Date Surveyed:6/14/10
Date Drown: 6/14/10
Drawn by REJ
Grad; SE5112
Checked by.
JM
W.D.1169
Legal Description:
LOT 2 BLOCK 2
U.S. SURVEY 1177 GIRDWOOD TOWNSITE
❑ LOT SURVEY SURVEY TYPE
❑ FOUNDATION AS -BUILT
❑ FINAL STRUCTURE AS -BUILT
® PLOT PLAN ... AS -BUILT ... LOT SURVEY . TOPOGRAPHY
❑ AS -BUILT ... NO CORNERS SET I1 RECERTIFICATION AS -BUILT ... NO CORNERS SET
PLOT PLANS & LOT SURVEYS
•
IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE
TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE
THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT.
SET REBAR
0 FOUND REBAR
ASSUMED ELEV.
(00A
sonic
SYMBOLS
rad►DRAINAGE
0 0 0 WOOD FENCE
X X X METAL FENCE
I Irl/I
ASPHALT
CONCRETE
WOOD DECK
NOTE:
ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE
SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS,
ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW
MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED.
ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED.
UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
THE SURVEYOR TAKES RESPONSIRII ITV PCP THF INITAI TRANCAcnnm nkil v skin ACC] arc CI IAtrIAI 110011'TV rine v rno +err nnCT nes Thr el tourer