BP13280
;./0/ dt~ '" /)/1: 00 d;::C1-&01 ern CJ?Vl e/u;t!L
CITY OF BLAIR - MISCELLANEOUS BUILDING PERMIT
Permit #
Date1>\6\O:' Approximate Completion Date: 1- )[4PT~
Estimated Valuation of Project: 3()OtP.oO
ilre ~I~h .&t~med:
Application for: Permit Fee $40 + Issuance Fee $25 + $50 Deposit
Fee: $115.00
Egress Window (floor plan drawing required)
~Plot plan required) 'X
Gazebos (plot plan required)
Patios/Driveways/Sidewalks (new or replacement)
Roofing/Siding/Soffit and/or Eave Repair/Gutters
Swimming Pools with Fence (plot plan required)
Window/Door Replacement (size change only)
Miscellaneous Building Permits (items not covered by one of the above)
Description:
Utility Excavation and Curb Grinding
Curb Grind
Length
Utility Excavation
Length
Type: Water
Fee: $75 plus bond
Un. Ft.; Width
; Sewer
Un. Ft
; Other
7"....h1 & - C ~J
2hn t!'-ftV
l~j;280
~
Amount of Bond Posted: Bond Check #
(Curb grind - $9.00 per Un. Ft.; Utility Excavation - $6.00 per Sq. Ft.)
,
Add ition a I D escrl~1 on of project if necessa ry: (" l Ql1a.u:Jc W \ Ac\cl ;;)1 E4l WbWI VIU
t CA-fl(1j'l 2 I
PROJECT INFORMATION:
Job Address:
boO C;v"clJd ~tre.L*
8100137183
Legal Description (if applicable) J3(! Uoufh A ~ cfJ./YId Add d?oe e::? Pc;;{ //16
Owne,c 1)) Sm\"9e... LL0 Address: 530 (QII'CuU &r Phone#:G3~ -3J~ Z:>.V""
Contractor: QJ:J j ~+o1.o. ~ Phone #:
Address: 530 G,!Aevrl f (r/. :PC!. JjcJ7 ;J,?;1 Cell #:
c3Jav! liE: 1f;8otJ 8
PERMIT RENEWAL FEE:
This fee is based on the amount of the original permit fee and is charged when work is not
completed within two years and the permit expires. Renewals will onlv be allowed with the
stipulation that all exterior site work and outside finish work is completed and interior life-
safety issues have been properly address. Permit renewals are for one (1) year, with a
maximum of two (2) renewals for a maximum permit span of four (4) years.
Original valuation of $0-$50,000 $150.00 $
Original valuation of $50,000 - $100,000 $200.00 $
Original valuation of $100,000 - $500,000 $300.00 $
Original valuation of $500,000 or more $400.00 $
Issuance Fee:
$
25.00
Deposit:
$
50.00
Total Renewal Remit Fee = Permit Fee + Deposit + Issuance Fee $
Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic
systems. By my signature below, I acknowledge this building permit application does not constitute issuance
of this building permit. I further agree that construction covered by this permit application shall not be
commenced until I have received a copy of a permit signed by the Building Inspector. I hereby agree to
perform the proposed work in accordance with the specifications set forth above and in accordance with the
codes/ordinances of the City of Blair and the State of Nebraska. I understand that this permit is void if work
is not commenced within 180 days or is not completed within two (2) years of date of issue.
~
?S"-')-oo,
Date
For Office Use Only WHEN PROPERLY VALIDATED (BELOW) THIS IS YOUR PERMIT
Date Permit Paid: 8-5' 0 ~ Receipt # Approved by:
CITY OF BLAIR, NEBRASKA
Phone 402-426-4191
RECEIVED OF:
ADDRESS
CITY, STATE, ZIP CODE
/"J
,I
THANK YOU
KEEP THIS COPY FOR YOUR RECORDS.
NO
RECEIVED BY
Pounds Printing, Blair,NE 68008
CITY or 5L1\IQ
"1 ~~
,o/"Ol'JJlse 01 o.-v.o\~
August 4, 2009
Dear CDJ Storage LLC,
The City of Blair has reviewed and approved the Detention Study Report submitted by The
Schernrner Associates, Inc. for the CDJ Storage yard located at approximate 5th & Grant Street in
Blair.
It is your responsibility, working through your contractor, to ensure that our building inspector
inspects the 12" outflow pipe located on the northern edge of the detention pond prior to the pipe
being covered with backfill. The contractor will need to verify the elevation of both ends of the pipe,
as well as the 0.28% maximum slope.
Pleas?]; ~ if you have any questions about these requirements.
Phil Green
Assistant City Administrator
Floodplain Manager
218 South 16th Street. Blair, Nebraska 68008 . 402-426-4191 . Fax 402-426-4195 . E-mail cilyofblair@cl,blalr,ne.us
ttUMI.HOI/$l!tQ;
O'PIHtTUHITY
August 12, 2008
6479
Agenda Item #5 - Mayor Realph opens a public hearing to consider a Conditional Use Permit renewal'
application submitted by Logos Plus, Tari Pruett, 1541 Nebraska Street, Blair, Nebraska to continue operation of ~
screen printing business on Lots 8-15, the West 20' of Lot 7, Block 17 and all of vacant 15th Street, Blair (1541\
Nebraska Street) for five (5) years. Assistant Administrator Green stated this type of business is a permitted use in
the AJML (Agricultural/Light Industrial and Manufacturing Zoning District) but due to the fact it is within 500 feet
of a residential zoning district, it requires a conditional use permit. This permit was last approved in 2003. Staff
has received no complaints regarding the business nor has any particular concerns regarding renewal. Tari Pruett
was present to answer questions and stated she has no plans to change the operation from what it has been over the
past five (5) years. The Planning Commission recommended approval of the conditional use permit for five (5)
years. There were no comments from the floor or in writing. Mayor Realph closed the public hearing. Motion by
Scheve, second by Fanoele to approve the request by Tari Pruett for a Conditional Use Permit for Logos Plus, 1541
Nebraska Street, Blair, for five (5) years. All Council members present voted Aye. Mayor Realph declared the
motion carried.
Agenda Item #6 - Mayor Realph opens a Public Hearing to consider a Conditional Use Permit application
submitted by flj}I1j] Storage, LLC, PO Box 222, Blair, Nebraska to construct an outdoor storage facility for
recreational vehicles on Lot 2, South Acres 2nd Addition, Washington County, Nebraska for ten (10) years.
Assistant City Administrator Green stated the proposed application would construct an outdoor storage facility for
recreational vehicles on Lot 2 of South Acres Second Addition. The request is for ten (10) years and the zoning is
A/ML (Agricultural/Light Industrial and Manufacturing District) which requires a conditional use permit for
storage. Green stated the application was submitted with a statement indicating they would allow storage of
wrec~ed vehicle~ a~ the request of l~,: enfor~me~t. However, in r~spo~e to ~e statement on the application, th~
Plannmg Cornnussion added an additional stipulation to the followmg stipulatiOns recommended by Staff: -1) Al
of the driveway located in the joint ingress/egress easement is hard surfaced immediately, 2) The driveway to th
gate and a 12' wide drive lane through the facility must be hard surfaced within (24) months of occupancy, and 3)
No wrecked vehicles allowed on the property. He also noted all vehicles stored on the property would need to be
licensed and operable. Green stated a storm water management plan is required at the site as part of the building
construction permit. Curt and Deanna Jensen were present to answer questions regarding their request. The
Planning Commission recommended approval of the Conditional Use Permit for lODJ Storage, LLC for ten (10)
years with the above stipulations. There were no comments from the floor or in writing. Mayor Realph closed the
public hearing. Motion by Abbott, second by Christiansen to approve the Conditional Use Permit for lODJ Storage
for an outdoor storage facility for recreational vehicles on Lot 2, South Acres 2nd Addition, Washington County,
Nebraska for ten (10) years with the following stipulations: 1) The driveway to the gate and a 12' wide drive lane
through the facility must be hard surfaced within (24) months of occupancy with 6" asphalt or concrete, 2) no
wrecked vehicles allowed to be stored on the property, and 3) Driveway in the joint ingress/egress easement hard
surfaced immediately. All Council members present voted Aye. Mayor Realph declared the motion carried.
Agenda Item #7 - City Administrator Storm presented an engineering agreement with HGM Associates for
an addition of meeting rooms at the South Fire Station (Downtown). Storm stated the design would be for the
addition to the east side of the building approximately 30' to 36' in width by 80' to 85' in length. Due to the Fire
Department no longer being able to use the upstairs, the city is committed to funding meeting room space for the
Department for training purposes. The facility would be approximately 3000 sq. ft. with a kitchen, storage area and
chief s office. Any construction at the North Station would require additional land acquisition so it is more cost
effective to construct an addition at the South Station. The estimated cost of this project would be $350,000 to
$400,000. Chief Dave Aten stated they usually have approximately 58 members present with the potential to grow
to 80. They also sometimes house training sessions for surrounding communities which would then require
occupancy of200 to 250. Storm stressed to the Council that the addition of these training rooms are not a
GENERAL NOTES:
AlL WORK SHAlL BE DONE Il ACCORDANCE WlIH lHE REQUIROO.IITS SET FORlH IN lHE CflY
OF OI.IAHA STANDARD SPECIFICATIONS FOR PUBlIC WORKS CONSTRUCTION (2D03 EDmON) AND
CURRENT REVISIONS ANO STANDARD PLAITS ON F1lE AT lHE CIIY OF OI.IAHA PUBUC WORKS
OEPART\IENT ANO WITH lHE REQU~EUENTS Of lHE CflY OF BlAIR.
lHE CONTRACTOR SHAlL BE FULLY RESPDNSIBLE FOR lHE PROTECTION OF All EXISTING
SURFACE AND UNOERGROUNO FACIlITIES DU~NG All PHASES OF WORK. UNDERGROUNO
FAClUTlES SHOWN ON lliE DRA\\1NGS ARE FOR lHE CONTRACTOR'S GUIDANCE ONLY. lliE
LOCATIONS OF All UNDERGROUND UTIUlY FACIlITIES ARE APPROXWATE OR MAY NOT BE
IlDICATED IN lHESE PlANS. UNDERGROUND FACIUTlES, WHETHER INDICATED OR NOT, SHAlL BE
LOCATED AND FlAGGED BY lHE UTIlITIES AT lliE REQUEST OF lliE CONTRACTOR. lliE
CONTRACTOR SHAlL CAll FOR lHE UIIU1Y COMPAIIES TO MARK OR FlAG lliE LOCATION OF
lHBR FACIUTIES IN lliE RElO (1-BDO-331-5666 OR Bll) 48 HOURS PRIOR TO DIGGING.
CAll All APPUCABLE UTIUTY COMPAIIES. THE CONtRACTOR SHAlL REPAIR, AT HIS EXPENSE,
IIf( DAJ.lAGES TO ElIISTING FACIlffiES CAUSED DlRECIlY OR IlDIRECllY BY HIS OPfRATIONS. IN
ADDmON, TIlE CONTRACTOR SHAlL NOTE THAT lHERE MAY BE EXISTING UNDERGROUNO FACJUTIES
THAT ARE NOT SHOWN ON lliE PlANS. [IS, lHEREfORE, A REQUIREUENT OF TlIS CONTRACT
THAT THE CONTRACTOR FULLY INVESltGATE All AREAS IN WHICH EXCAVATIONS Will BE
PERFORMED ANO TAKE AU. REASONABLE MEASURES NECESSARY TO LOCATE IIf( FACIlITIES
WH~H MAY NOT BE SHOWN ON lliE PlANS.
BEFORE PROCEEDING, lliE CONTRACTOR SHAlL SATISFY HIMSElf THAT A CONFLICT OOES NDT
ElIIST ANO THAT lliE. UNDERGROUND WORK CAN BE PERFORMEO lIS SHOWN ON TIlE PlANS. IF,
Il lliE OPiNiON OF lHE CONTRACTOR, A CONFLICT DOES ElIIST, HE SHAlL IMMED~TEl.Y NOTIFY
lHE ENGINEER WHO WlIl MAKE TIlE FINAl. DETERMINATION FOR RESOLVING lliE CONFLICT. lHE
CONTRACTOR \\11l RECBVE NO ADDmONAI. COMPENSATION FOR IN( DBAYS OR WORK RESULTING
FROM A CONFLICT WHICH 'IIIIS NOT lHOROUGHLY INVESTIGATEO P~OR TO PROCEEDING WITH HIS
WORK. lliE CONTRACTOR MAY REQUEST ADDmONAI. COJ.IPENSATION FOR IN( ADDmllNM. WORK
PERFORMEO TO DlRECllY RESOLVE TIlE CONFliCT lIS DIRECTED IN WRITING BY lliE ENGINEER.
D. [ SHAll BE lHE RESPONSIBIUlY OF lliE CONTRACTOR TO PROTECT All EXISTING UTIlITIES,
PA'IEI.IENT AND OlliER IMPROVEMENTS NOT SCHEDUlEO FOR REMOVAL OR OutSIDE lliE
CONSTRUCTION lJMJTS. IN( DAMAGE TO EXISTING UTIlITIES AND/OR PAVED STREETS CAUSED BY
CONSTRUCTION OPERATIONS SHAlL BE REPAIRED BY lliE CONTRACTOR.
A.
B.
CDJ STORAGE
FilE C
INDEX OF SHEETS:
8lAI R~ N E8RASKA
f\
.J
SHEEr NO.
C-O
CH
CI-2
SHEEr NAlJE
C.
E,
ELEVATIONS ARE REFERENCED TO lliE NAVD6B CAruM.
F. TIlE CONTRACTOR SHAlL OBTAIN All REQUIREO PERMITS. lHE CONTRACTOR SHAlL PAY All
PERMIT FEES, DUMP FEES AND OlliER ASSOC~TED FEES REQUIRED TO SUCCESSFUllY COMPlETE
TIlE PROJECT AT NO ADDmONA!. COST. .
G. TIlE CONTRACTOR SHAlL SATISFACTO~LY ClfAN ANO FLUSH lliE AREA DF All RUBrnSH, EXCESS
MATERIAL, MUD AND DEEmS AND All PARTS DF lHE WORK AREA SHAlL BE lEfT Il A NEAT AND
PRESENTABLE CONDmON. All OISTURBED AREAS SHAlL BE RESTORED TO A LMl AND SMOOlli
SURFACE pmOR TO ACCEPTANCE OF lHE WORK. DEE~S SHAll BE PROPERLY DISPOSED OF IN
A LEGAl. MANNER.
H. lHE CONTRACTOR SHAlL PROPERLY DISPOSE OF All UNSU[ABLE MATERIALS AND DEBmS
ENCOUNTIRED IN/OR GENERATED BY lliE REMOVAL OPERATIONS, IlCLUDlNG CONCRETE, IISPHALT,
DlL MAT, BmCK. ROCK, PIPES, ETC. NO UNSUITABLE IlATERIAl., SUCH IS DETERMINED BY lliE
OWNERS REPRESENTA1lVE, SHALL BE USED FOR BACKFIWNG OR EMBANKMENT CONSTRUCTION.
lHE COST FOR DISPOSAL OF lHE UNSUITABLE MATERIAL SHALL BE SUBSIDLIRY TO lliE PROJECT.
TIlE CONTRACTOR SHAll NOTIFY All ADJACENT PROPERlY OWNERS 48 HOURS pmOR TO
STARII~G IN( WORK WHICH Will AFFECT lHBR ACCESS. NOTIRCATION SHAlL INCLUDE DURATION
Of IMPACT, mEPHONE NUMBER ANO NAME OF CONTRACTOR PERSONNA!. TO CONTACT. COPY
OF NOTIfICATION SHAlL BE FURNISHED TO AND APPROVED BY lliE OWNER PRIOR TO
DISTRIBUTION TO PROPERlY OWNERS.
J. PRO\1DE POSIlIVE ORAlNAGE AT All TIMES WlIHIN TIlE CONSTRUCTION AREAS. DO NOT ALLOW
WATER TO POliO IN EXCAVATED AREAS. REMOVE WATER FROM EXCAVATION AT lliE EARUEST
MOMENT. CONTACT PROJECT GEOTECHNiCAL ENGINEER FOR REVIEW OF CONDmONS AND
DmRMIlE IF REMEOIAL ACTIONS ARE NECESSARY.
K. lHE CONTRACTOR IS SOlELY RESPONSIBLE FOR ERO~ON CONTROL AN ERO~DN CONTROL PlAN
HAS BEEN DMlOPED. TIlE CONTRACTOR SHAlL J.IAINTAlN All EXISTING SlREEIS OPElI TD
TRAFFIC ANO lHEY SHAlL BE KEPT ClfAN ANO FREE OF SILT AND MUD AT All TIMES. All
OISTURBED AREAS SHAll BE SEEDED ONCE RNA!. GRADE HAS BEEN ESTABUSHED.
L lHE CONTRACTOR SHAlL FURNiSH WATER FOR DUST CONTROL AND SO~ COJ.IPACTION PURPOSES.
lHE CONTRACTOR IS SOlELY RESPONSIBLE FOR MAINTAINING DUST CONTROL lliE WATER
SUPPLY AND DiSTRIBUTION SHAlL BE SUmClENT TO APPLY lliE AMOUNf Of WATER WITHIN TIlE
TIME INTERVAL NECESSARY TO ENSURE THAT lliE AMOUNT OF DUST OR BLOWIlG DIRT IS KEPT
TO A MiNiMUM AND IS SATISFACTORY TO THE OWNER AIID APPUCABLE REGULATORY AGENCIES.
lHE CONTRACTOR SHALL fURNiSH ANO J.IAINTAlN All NECESSARY BARRICADES, WARlIIlG SIGlIS,
UGIITS, FlASHERS, ANO FlAG PERSONS lIS REQUIRED BY lHE 'MANUAL OF BARRICADING
STANDARDS, SPECIFICATIONS, ME11iODS AND MATERIALS' FOR lliE CIIY OF OMAHA. TO PRO\1DE
FOR lliE SAFETY OF WORKERS AND lHE PUBUC AT lARGE. TEMPORARY FENaNG SHAlL BE
INSTAUID ARDUND IN( OPEN AREAS OF lHE SITE. lHE COST OF TRAffIC CONTROL IlE\1CES
AND TEMPORARY FENCIlG SHAll BE CONSIOERED INCIDENTAL TO THE PROJECT.
M.
N.
O.
P.
Q.
R.
S.
f T.
~
'" U.
:2-
:;i;
i
"'1
~~
~~
~"
-&:~
lliE CONTRACTOR SHAlL NOT START THE WORK UNTlL All PERMtTS HAVE BEEN OBTAINED FROM
lHE CIIY OF BlAIR. lHE ENGINEER ANO lHE CIIY OF BlAIR PUBUC WORKS DEPARlIIENT SHAlL
BE NOTIfIED BY lliE CONTRACTOR 48 HOURS BEFORE START OF CDNSTRUCTION.
WHERE I1EI.IS OF CONSTRUCTION ARE NOTEO 'IF REQUIRED' lHE CONTRACTOR SHALL OBTA~ lHE
APPROVAL Of lliE PROJECT ENGIlEER BEFORE PROCEEDIlG WlIH SUCH WORK.
lHE CONTRACTOR WlIl BE HElD RESPONSIBLE FOR AN( DAJ.lAGE TO EXISTING PROPERlY,
UTIlITIES AND STRUClURES, OutSIDE lHE SCOPE Of WORK AND REPAIR SAME AT HIS OWN
EXPENSE.
CONTRACTOR SHAlL PR0\10E lHE NAME AND PHONE NUMBER OF lHBR REPRESENTATIVE TO BE
CONTACTED DIJroNG WORKiNG AND NON-WORKING HOURS, lIS NECESSARY.
lHE CONlRACTOR Will PRO\1DE A QUAlIFIED SUPERINTENDENT, WHO IS ACCEPTABLE TO THE
OWNER, SHALL BE PRESENT ON lliE PROJECT SITE DUmllG CONSlRUCTION ANO GIVE
SUPERVISION TO THE WORK UNTIL ITS COUPUJ10N. lliE SUPERIlTENDENT SHAlL HAVE FUll
AUlHDRIIY TO ACT IN BEHAlF Of lHE CONTRACTOR, ANO All DIRECTIONS GIVEN TO lliE
SUPERINTENDENT SHAll BE CONSIDERED GrIEN TO THE CONTRACTOR.
THE CONTRACTOR SHALL NOT ENCROACH ON PROPERlY OutSIDE lliE WORK AREAS WIlHOUT
WRlITEN PERMISSION FROM lliE AFFECTED PROPERlY OWNER OR PUBUC ENTITY.
TIlE CONTRACTOR IS RESPONSIBLE FOR PROVIlING CONSTRUCTION STAKING.
All CONSTRUCTION ACMES SHAlL BE KEPT wmnN lHE UMITS OF CONSTRUCTION, EASEMENT
OR RIGHT-OF-WAY SHDWN ON lHE PlANS. All MATERIAL AND EQUIPMENT SHALL BE KEPT
WITHIlTIIE UMITS OF CONSTRUCTION, mGHf-OF-WAY OR EASEMENT.
~
NORTH
LOCATION MAP
NO SCALE
BENCHMARK
NORlli RIM OF A SANITARY MANHOLE, LOACTEO 25'+/- NORTH Of TEE NORlH EDGE OF PAVING 011 GRANT
STREET, 900'+/- WEST OF lliE CENTERUNE OF S. 4lH STREEr, 20'+/- SOUlliEASTERLY OF lliE SW
CORNER OF LOT 1, SOUIH ACRES 2ND ADOmON.
ELEVATION: 1065.69(NAVD8B).
LEGAL DESCRIPTION
LOT 2, PROPOSEO 'sOUTH ACRES 2NO ADDmON', CIIY OF BlAIR, WASHlNOTON COUNTY, NEBRASKA
COVER SHEET
TOPOGRAPHIC SURVl.Y AND SITE LAYOUT PlAN
SITE GRADIIIG AND EROSION CONTROL PlAN
530 GAtt11.f Sf,
ADDRESS
~ # /3.;2tJ()
APPROVED
BUILDH,}&;
PLliNrJlf\.lG;
PU13L-IC. wOI1KS
~-~~..., -~, ,,",",,
FIRE DEPT
APPROVAL AS A R
SHALL NOT BE CONSe.pR~LJD ~6 AN INSPECT'
OF A VIOLATION OF THE PROVBE AN APPRO\{,
CODE OR OF or IS IONS OF T
JURISDICTION. HER ORDINANCES OF THI
.d"
py
z
0
t:
i
>-
~
8
<:!. .:J
;;; :il
~
.:J
:il
~ 4
"
13
:\'!
~
~
tt= ..
~
w
z
III z
<(
-'
~ ...
..
~
~ w
w
~
Cl
III z
w
J: ..
...
U u
w
!:
:c
tf) u
~
<(
It 0
t:-
(..fV
Cl
Z
N
U1f-
Ww
o:::w
<..>0:::
<3:f-
U1
:I:f-
f-z
=><3:
00:::
U1(!)
W Cl _y <3: f-
0~""'::.::: W
<(0:I:U1 W
e::::a..f-<3: I
OOlJ")~ (/)
f-[ .w
(/) .6z e::::
-.>NE~ ~
Clf-g~ 0
Ug<3:CD U
PROJECT NO,: 05617.001
C-Q
"L C-
CALL BEFORE YOU DIG
NOTE:
UNDERGRDUND UTIUlY LOCATIONS SHOWN ARE FROM
INFORMATION PROVIDED TO US FROM UTIUlY
COMPANIES. UTIUlY COJ.IPANIES MAKE NO WARRANTIES
OR GUARANTEES REGARDING lHE ACCURACY OF lHE
INfORMATION CONTAINED L~ lHBR DOCUMENTS ANO
PROVlOES IT ONLY /oS GENERAL IIIFORMATION TO lHE
RECEIVER. FOR SPECIRC LOCATIONS DUmNG
CONSTRUCTION CAlL NATIONWIDE 811, STATE\\lDE
1-800-331-5666 OR METRO OMAHA 344-3565
pmOR TO DIGGING. www.ne-diggers.com
;. "......:t-~-~-~.~r'~=-
plGGER:S 'H01UN~
0'
>IcBM",,, ~
1-800-331-5666
CITY 0 r 5LAIl~
BUILDING PERMIT SUPPORTING DOCUMENTS
This building permit packet includes various items dealing with particular code
requirements and/or building permit requirements. It in no way includes ALL particular
code items. Also, it is your responsibility to know the 2006 International Buildina
Code requirements that apply to your project. Please understand this packet is only
designed and distributed to aid you in your building permit process. A copy of the
International Building Code is available for your use at the Blair Public Library.
I have read the above disclosure and accept this building permit documentation on my
own behalf assuming full responsibility as the owner/contractor for this project.
Contractor
City of Blair
Date
(5)-
EQUAlHOUSnlG
218 South 16th Street. Blair, Nebraska 68008 . 402-426-4191 . Fax 402-426-4195 . E-mail cityofblair@cLblair,ne,us "'"''''''
,
~
g.
"','i .",-;'~';'..~~,.'.;-:;;i!'/'
"
!t
'"
:..-.-.....-.-
)
/'
z
Vl
~~
I
~O>
~ .
"c;;
71
[TJ~
U)~
. ~
@2l
~
"--
~
'J; ,"7(,:1~~S't.t~l.V&'.'-~..-'-
':':i,'{;~ri~:,:~'-:'i: ~:~F ::<' ~:'~'i'i'~:',*-~~'~(.,({~;}\":f;::'::'~1{Z~~i~trt",0}({i;:'
~~
~-
__~r;";r:.,\'~'
---- .
~......--..~,.,.-
~.
--..-~ fii ~ ;g
II .,," S6
. 0
~l'TIU)
~v>e
a.
CJ1
/
I
. /~.--'
~
--
I
(
/
/ ......-:--'.....,'1,'ov....---.-
_.----.~,~ . /' -- ... ,
----...---.-----c:::____. ------.
, --._-_---.~.~,-
--~---_._-~
_f
I-
I
I
!
)
---
----,-----
;u
(TJ
OJ
)>
;u
\
\~
l 0
\~
\~
\~
HIGHWAY 30 RIGHT -OF-WAY
U.S,
ss on.j weeds
INGRESS/EGRESS EASEMENT.
GENERAL LAYOUT NOTES:
A. lHE PORJLAND CEMENT CONCRETE fOR PAVEMENT SHAll BE 'l6' OR 'l65' AIR-ENTRAINED M~.
DESIGN SHAll BE IN ACCORDANCE WITH TABLE 501.01 fOUNO ON PAGE 162 Of 1I1E CITY Of
OMAHA STANDARD SPECIACATIONS fOR PUBLIC WORKS CONSTRUCTION, 2Dro EDmDN. TYPE IP
CEJ.IENT IS NOT PERMITTED fOR USE. 1I1E PDRJLAND CEMENT CONCRETE FOR SIDEWAlK SHAll BE
'l6' AIR-ENTRAINED OR 'SG65' AIR-ENTRAINED Pffi TABlE 503.01 fOUND ON PAGE 191 Of lHE
ABOVE REFERENCED SPECIFICATIONS.
D. PAVING DIMENSIONS ARE JoS SHOWN ON lHE PlANS. ALL DIMENSIONS ARE BACK-Of-CURB TO
BACK-Of-CURB OR EDGE Of PAVEMENT TO EDGE OF PAVEMENT.
--
E. 1I1E CONlllACTOR SHAll CONS1RUCT All PAVEMENTS TO CONFORM WITH 1I1E ANISHED GRADES IS
INDICATED ON 1I1E PlANS. NO PONDIlG OF WATER SHAll BE AllOWED.
F. PAVEMENT TESTING SHAll BE DONE IN ACCORDANCE WITH CITY OF OMAHA STANDARD
SPEClRCATIONS.
G. COMPACTED BACKFIll SHAll BE COMPLETED WITHIN 4 TO 7 WORKING DAYS AF1IR CURB
PlACEMENT.
H. WATER-REDUCING ADMIXfURE SHAll BE ADDED TO All HAND-PlACED AND ANlSHED CONCRETE.
A DIAMOND EDGE SAW BlADE SHAll BE USED fOR CUffiNG All REOUffiED CONTRACTION AND
lONGlTUDlHAl PAVEMENT JOINTS.
J. ASPHAlT SURFACE COURSE AND ASPHAlT BASE COURSE SHAll CONFORM TO lHE CITY OF OMAHA
STANDARD SPEClACATIONS FOR ASPHAlT CONCRETE PAVEMENT. SURFACE COURSE SHAll BE !.IIX
TYPE CMR (PG-64-22) AND BASE COURSE SHAll BE M~ TYPE BASE COURSE (PG-64-22).
K. CONTRACTOR IS RESPONSIBlE FOR All TRAFfIC CONTROL AND ASSOCL',TED SAFETY MEASURES.
TWO-WAY TRAmC SHAll BE MAINTAINED ON STREETS AT All TIMES.
L CONTRACTOR SHAll BE RESPONSIBLE FOR LAYOUT OF CONCRETE PAVEMENT JOINTING, SPACING OF
JOINTS, lOCATION Of EXPANSION JOINTS, CONTROL JOINTS AND CONTRACTION JOINTS. I.W<IMUM
PANEl SIZE SHAll BE 15' X 12'. CONlllACTOR SHAll SUPPLY SHOP DRAWING Of JOINTING PlAN
fOR APPROVAL
12
M. CRUSHED ROCK SURfACING SHAll BE CRUSHER RUN ROAD GRlVEL (CRUSHED lIMESTONE. 3/4'
NOMIHAl SIZE). CRUSHED ROCK SURFACING SHAll BE 6' 1I1ICK. SEE CIlY Of OMAHA STANDARD
SPEClACATIONS fOR COMPACTION REQUIREJ.IENTS.
:f-JS
./
gross
50'X45' INGRESS/EGRESS EASEMENT.
----- --
......-- ____1061- __ _ ~3' 44:- - REBAR W/cAP #3B; B. ~~;r Ct~~RM~:~OB~ A~~:~ ~D,~~~~~~:~Z :'o~~olr1i'1r.~S:'cK
..-- ~^,,,,,"C' IU) _ ~ 33^ ^Q' (g&Hf. - ,..-,-,~' / /. .', L SEAlANTS, HOT-APPLIED.
____ ~~~QU~ - ~ -/ . '/ /. ./_ --=
~ N~(H'l..-..-.- - . . /~.' /:i.:;;;>.!-' ~ c...-:- '5' 'SETBACK E C. CURING Of CONCRETE PAVING SHALL BE lHE USE Of lIQUID MEMBRANE-fORMING COMPOUNDS
oBAR. WI_CAP .'o~-.....e:::. _. --.. '~/. .,.._ ._.,--'. .... ../~_//.:=:./.." ..,-27-S.73'........... '-J. CONfORMINGTOASlMDESIGNATIDNC309ATAMINlMUMRATEDfIGAllDNPERtDDSQUAREFEET
_ ~-r'.~ ~. .-=- ,.-'-"'" ~ \ - PER SECTION SOl, SUBSECTION K OF THE CIlY OF OMAHA STANDARD SPEClnCATlONS.
~~~.. "r' ~ ~
: j (f"'-- ~
~ ..
~, IO'~I;')
'\ 06'$ !. ".
~ PRoPO~
-\ F~
\ ~ ~J~
t :1~
\ I ~~/ /~~ ~T~
II ~rfj
1;,/1
"~.
(f/ ~1
r.: :1
'/ /"
f. .1
Id
, /.
~1:1~
or:.
""rfl
~(.t1
.-/ ~ ~~1
ffi 1\
CI) k/ ~
to r;,J ~ '\
,:1/' \ / J '\
r/II \ .J
!:~ ./
1;1 /
/ ~ ~
.. ~~~0:;,L.. )~./--r.'7;' .;,
:r:/:~:r:>~:.--:/:~:-":/: .:'-:/:~:~/:~://:/:r:. ,/:r:. :' '/. .
'? .<;.
6'24'30'vif ()~)
SS6'OO'5S"W ~)
~
!
!
-----
~~6'
~41
~)ANT STRE,Ef
,
%
'"
]g
:2-0
~j
ill
~I
"'~
~g
~"
if;:
/
j
-
NORTH
3D 0
~-~
.... ....
LEGEND
~
-50-
..........
M
~
@J
1M]
IlJ
[!]
rn
@
-UGT-
-UGE-
-OHE-
-GAS-
-w-
1 Inch = 30 ft,
o
(P)
(')
(0)
"*
iO
--:l
- CORNER FOUND
- CORIiER SET
- PLAT DIMENSION
- SURVEY DIMENSION
- DEED DIMENSION
- LIGHT POLE
- UTIUlY POlE
- GUY WIRE
- SANITARY MANHOLE
- STORM MANHOlE
- AREA INlET
- STORM SEWER lINE
- SANITARY SEWER LINE
- WAIER VALVE
- ARE HYDRANT
- WATER MANHOlE
- WATER METER
- ElECTmCAL PEDESTAL
- ElECTmCAL TRANSFORMER
- illEPHONE PEDESTAL
- TRAFFIC SIGNAL POlE
- PROPERlY LINE
- UNDERGROUND TElEPHONE lINE
- UNDERGROUND ElECTRIC LINE
- OVERHEAD ElECTRIC LINE
- UNDERGROUND GAS LINE
- UNDERGROUND WATER LINE
~ Hole H8-i@
@
@
IiIi
30
I
1<<>>'>>1
......................
H;iUn\n;\~lH@
:.;.;....,..;':.;.;.:.
. . .
I':' :.: .1
': .''j'.:,.,' '..t",
LEGEND
---
--'
T--
Y1 """ '" ,...m "'" ..,,"~
I SHAll BE TOE OF SLOPE.
I
I
---------------
I
I
gm~;
12338'
Pump S€N:ce" ~~1n
~.)m;'lJ. b~~!8l
1rp
1M ~,~
1;l;
--- ~ ~ - --~ - CHANT STR EET------~_- -------;:;;c=
- --~-=---~, It"'"
'"- _~~?-:::l
lJj~l~~~~:>\!._...~~-(c.<;l-o~- ~'~riSg.57
PAVEMENT NOTES:
6' A.C.C. PAVEMENT
(2' SURFACE COURSE OVER 4'
BASE COURSE)
). P.C.C. PAVEMENT W/m'E A
INTEGRAl CURB (l65AE)
A lHE ANAL SUBGRADE SHAll BE SCARJAEO, MOISTURE CONTENT ADJUSTED AND 1I1EN RECOMPACTED
IMMEDlAillY pmOR TO PAVEMENT CONSTRUCllDN. THE SUBGRADE SHAll BE PROOf ROllED AND
IJI( UNSTABLE AREAS SHAll BE EXCAVATED AND REPlACED TO CREATE A UNIFORM AND STABlE
SUB GRADE. SEE GENERAl GRADIlG NOlES FOR ADDmONAL REQUIREMENTS.
B. FOR CONCRETE JoSPHAlT PAVEMENTS: 1I1E UPPER 12" Of THE SUBGRADE SHAll BE COMPACTED TO
A MIlIMUM QF 98 PERCENT Of 1I1E I.W<IMUM DRY UNIT WEIGHT AT A WATER CONTENT OF -3 TO
+3 PERCENT Of OPTIMUM (ASTM 0 69B, STANDARD PROCTOR). SUBGRADE PREPARATION SHAll
EXTENO A MINIMUM OF 2 FEET LATERAllY BEYOND THE EDGE Of PAVEMENT.
CRUSHED ROCK SURFACING
z
o
Ii:
B
>-
=
8
~'" w
'". ~
~
'"
ii
~ ~
:::I
~
~
~ '"
r>:
w
z
III z
<
....
~ ...
'"
r>:
~ w
w
~
III
III z
w
J: '"
I-
U
U w
I-
:c
(J) u
r>:
<
Cl
Z
N
(/)1-
UJ UJ
O:::UJ
uo:::
<(In
:r:1-
I-z
=><(
00:::
(/)(!)
W Cl _'"' <(
(9~"O::.::
<(o:r:(/)
0::::1:1..1-<(
001.00:::
0::: lD
f- 1:1.. ~ UJ
(/) ~6z
"""?NE~
Clt;2Sj
U...J<(lD
Cl
z:
<(
>-
w
>z:
0::::<(
=:).....J
(/)0...
Uf-
:C=:)
0...0
<(>-
0::::<(
(9.....J
~W
Of-
f-(/)
PROJECT NO,: 05617.001
C1-1
N()~ ----
_\cJb~ S.HJ:"
GENERAL GRADING NOTES:
GENERAL EROSION CONTROL NOTES:
A. TOPSOIL SHAll BE STRIPPED, STOCKPILED ON-SITE AND SPREJ\D AF1ER GRADINC OPERATIONS. lHE
SJJE SHAll BE Sffi[PPED OF All TOPSOIL (6' DEPlH), ROOTS, VEGETATION, AND SOFT SOIlS IN lHE
CONSTRUCTION AREAS. TOPSOl PRODUCED BY STRIPPING DPERATIONS SHAll BE STOCKPlED IN AN
APPROVED LOCATION ANO RE-SPREJ\D ON ARDS AN[SH GRACED TO RECEIVE TOPSOIL A
REPRESENTATIVE OF lHE GEOTECHNICAL ENGINEER SHAll OETERMlNE lHE DEPlH OF REMOVAL AT
lHE TIME OF SITE GRACING.
B. OFF-SITE BORROW SOILS SHAll BE E.VAWATED AND APPROVED BY lHE GEOTECHNICAL ENGINEER
PRIOR TO USE ON lHE SITE. ALL PROPOSED ALL SOILS SHAll BE JESTED AND APPROVED P~DR
TO PlACEMENT BY lHE GEOJECHNICAL ENGINEER.
C. lHE CONTRACTOR MUST COMPLY WITH ALL NOISE AND DUST CONTROL OROINANCES OF lHE CIlY OF
BllIJR.
D. ALL DIMENS[ONS OR ELE.VATIONS !.lARKED WIIH AND ASIERISK(') SHAll BE AElD VERlAED P~DR TO
CONSTRUCTION. NOTIFY lHE ENGINEER OF ANY CONFUCTS ~l1H lHE DRA\'IINCS PRIOR TO
CONSTRUCTION.
E. PROVIDE POSITIVE DRAINAGE AT All TIMES ~11IiIN lHE CONSTRUCTION AREA. NO PONDING OF WATER
SHAll BE AlLOWEO. MMNTMN ALL E~SlING DRAINAGE PAlTERNS.
F. lHE CONTRACTOR [S RESPONSIBLE TO ENSURE AlL EXCAVATIONS ARE MADE [N ACCORDANCE WITH
CURRENT OCCUPATIONAL 5.'fETY AND HfALlH ADMINISTRATION (OSHA) CONSTRUCTION STANDARDS.
IN ADDmON, IT SHAll BE THE CONTRACTOR'S RESPONSIB[UlY TO BE FAMlUAR WITH OSHA
STANDARDS AND REGULATIONS PERTAINING TO All ASPECTS OF lHE WORK INCWOING ENTEroNG
CONANED SPACES.
G. ALL COMPACTION FOR EARlHWORK OPERATIONS SHALL CONFORM TO lHE REQUIREMENTS L1STEO
BELOW.
H. SUBGRADE PREPARATION FOR PAVEMENT, DRNEWAY, AND SIDEWAlK CONSTRUCTION SHAll CONFORM
TO lHE REQUIREMENTS USTED BELOW.
ALL TOPSOIL OPERATIONS, INCLUDING REMOVAL, STOCKPILING AND SPREJ\DING SHAll BE IN
ACCORDANCE WIIH CIlY OF OMAHA STANDARD SPEClACATION SECTION 801.
J. TOPSO[L STOCKPILE SHAll HAVE A MAlIIMUM 3:1 SLOPE.
K. AFTER GRACING OPERATIONS ARE WITHIN 6' OF ANAL CRADE, SPREAD STOCKP[IED TDPSO[L ACROSS
AREAS TO BE SEEDED. IF lHERE IS INsumCIENT AMOUNT OF STORED MATERW. AND DOES NOT
EQUAL 6' THICK OF TOPSOIL. lHE CONTRACTOR I'IIlL HAUL TOPSOIL TO lHE SITE AND SPREJ\D IT
UNTIL lHE 6' TOPSO[L lHlCKNESS IS REACHED.
L SUITABLE ALL MATERIAlS SHALL BE FREE OF ORGAN[C OR OTHER OELETERIOUS ~ATERIAlS AND
SHAll HAVE A MAXIMUM PARTICLE S[ZE OF 2 INCHES. IF FINE GRAINED SILT OR OAY SOl [S
USED FOR ALL, MOISTURE CONTROL W[LL BE REQUIRED TO ACH[E.VE lHE RECOMMENDED
COMPACTION. ORGAN[C SOILS MAY BE BLENDED WITH THE TOPSO[L SURFACE COVER.
M. IT IS ANTICIPATED lHE 1JAJ0RllY OF lHE EXCAVATEO MATERIAL ON SITE W[LL BE SUITABLE FOR
ENGINEERED AlLS FOLLOW[NG MOISTURE ADJUSTMENT.
N. ON-SITE OR IMPORTED MATERIAL INTENDED FOR USE AS STRUCTURAL ALL SHAll CONSIST OF
CLEAN, INORCANIC S[LT OR lEAN CLAY FREE OF ORGANIC MAillR AND DEB~S WIIH A LIQUID LIMIT
LESS THAN 45 AND A PlASTICIlY [NDEX LESS THAN 20 PERCENT. lHE EXISl1NG ClEAN ON-S[TE
SOlS APPEAR SUITABLE FOR USE AS STRUCTURAL FIlL AGGREGATE GREIITER THAN 2' DIAMETER
SHAll BE REMOVED.
O. ALL ALL SHALL BE PLACED AND COMPACTED AS STRUCTURAL FIlL COHESNE SOILS SHAll BE
PLACED IN lHlN IJf1S NOT TO EXCEED 8 INCHES LOOSE llICKNESS. COHESNE SORS SHAlL BE
COMPACTED \'11TH A SHEEPSFOOT lYPE ROLLER TO A M[NlMUM OF 95% OF lHE MAXIMUM DRY UNIT
W8GHT (ASTII 0698-07.1, STANDARD PROCTOR). WATER CONTENT SHAlL BE CONTROllED TO
BETWEEN -3 ANO +3 PERCENT OF OPTIMUM.
P. AFTER TOPSOIL REMOVAL AND PRIOR TO ALL PLACEMENT, lHE SUB GRACE SHAlL BE PROOF-ROIlED
WITH A LOADED TANDEM AXLE DUMP ]RUCK OR OlHER EQl!PMENT PR<MDING AN EQUNALENT
SUBGRAOE LOADING. A MINIMUM GROSS W8GHT OF 25 TONS [S RECOMMENDED FOR THE
PROOFROLUNG EQU[PMENT. lHE PROOF-ROlliNG ANO UNDERCUffiNG AC1MlIES SHAlL BE
WITNESSED BY A REPRESENTATNE OF lHE GEOTECHNICAL ENGINEER. SOILS WHICH ARE OBSERVED TO
RUT OR OEFLECT EXCESSNELY, lYPlCAllY MORE lHAN 1', UNOER lHE MO~NG LOAD SHAlL BE
UNDERCUT AND REPLACEO \'IIlH PROPERLY COMPACTED FIlL TO lHE EXTENT RECOMMENOEO BY lHE
GEOTECHNICAl ENGINEER.
Q. AFTER PROOF-ROLLING AND PRIOR TO ~LL PlACEMENT, lHE TOP 6' [NCHES OF THE SUBGRACE
SHAlL BE SCARJAED AND RE-COMPACTED AS STRUCTURAL ALL TO ELlM[NATE A PLANE OF
WEAKNESS ALONG THE CONTACT SURFACE.
R. WHEN RUBBLE [S ENCOUNTERED, IT SHAlL BE OVEREXCAVATED AND lAY/fULLY DISPOSED OF
OFF-SITE. lHE OVEREXCAVATED AREAS SHAlL BE RE-AlLED WITH STRUCTURAL ~LL lHE PROJECT
GEOTECHNICAL ENG[NEER SHAll DOOMINE THE LIMITS OF REMOVAL.
S. PROPOSED CONTOURS REPRESENT TOP OF PAVEMENT. SUBffiACT PAVEMENT lH[CKNESS FOR
SUBGRACE ELEVATIONS.
T. SUBGRACE COMPACTION REQUIREMENTS SHAlL BE AS FOLLOWS:
. I'AI'!MOOl THE UPPER 12 INCHES OF THE SUBGRACE SHALL BE COMPACTEO TO A MINIMUM OF
9B% OF lHE MAXIMUM DRY UNIT WE[GHT AT A WATER CONTENT BETWEEN -3 ANO +3 PERCENT OF
OPTIMUM (ASTII 069B-07.1, STANDARD PROCTOR). SUBGRACE PREPARATION SHAll EXTENO A
M[NIMUM OF 2 FEET LATERALLY BEYOND lHE EDGE Of lHE PAVEMENT. ~LL PLACED BELOW lH[S
lEVEL SHAlL BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM (ASTM 069B-07.1, STANDARO
PROCTOR).
A. lHE CONTRACTOR SHALL COMPLY WITH lHE CIlY OF OVAHA EROSION CONTROL PROCEDURES ANO
lHE EROSION CONTROl PROCEDURES SET FORTH ON lHESE PlANS AND IN lHE SPECFlCATIONS.
All ERO~ON CONTROL EFfORTS SHAll BE. CONSIOERED INCIDENTAL TO lHE PROJECT. lHlS
[NClUDES REMOVAL OF ACCUMULATED SEDIMENT.
B. IF SEDIMENT ~ TRACKED ON PUBUC AREAS, lHE CONTRACTOR IS RESPONSIBLE FOR REMO~NG
SEDIMENT IMMEDIATELY. lH~ ITEM \'IILL BE STRICTlY ENFORCED.
C. WHEN EROSION CONTROL DEI1CES ARE CLEANED OUT, SED[MENT MUST EtTHER BE DISTRIBUTED OVER
THE SITE OR PLACED UPSTREAM OF lHE STRUCTURE. SEDIMENT MUST NEVER BE PLACED
DONNSTREAM OF THE STRUCTURE.
D. lHE CONTRACTOR SHAll PRO~OE AND t.WNTAlN TEMPORARY ERO~ON CONTROL DEVICES AS SHOWN
ON lHE DRAWINGS UNTIL lHE SJJE IS STAB[L1ZED.
E. lHE CONTRilCTOR SHAll BE RESPONSIBLE FOR CONSTRUCTION ANO MAINTENANCE OF All EROSION
CONTROL DE.VICES. !If( CONSTRUCTION OR t.WNTENANCE ISSUES REGAROING EROSION CONTROL
METHODS WILL BE OIRECTED TO lHE CONTRACTOR. THE CONTRACTOR \'IILL HAVE 24 HOURS AfTER
NOTIfICATION TO REMEDY ANY ITEMS lHAT ARE ADDRESSED.
F. THE CONTRACTOR IS SOLELY RESPONS[BLE FOR EROS[ON CONTROL lHE CONTRACTOR SHAlL
MA'NTAlN All EXISl1NG STREETS OPEN TO TRAFfIC AND lHEY SHALL BE KEPT ClEAN AND FREE OF
SILT ANO MUD AT ALL TIMES. All DISTURBED AREAS SHAlL BE SEEDED ONCE ANAL GRACE HAS
BEEN ESTABLISHED.
G. THE CONTRACTOR SHALL FURNISH WATER FOR DUST CONTROL AND COMPACTION PURPOSES. lHE
CONTRACTOR IS SOLELY RESPONSIBLE FOR MAlNTAlN[NG OUST CONTROL THE WAJER SUPPLY ANO
D~ffi[BunON SHAlL BE sumCIENT TO APPlY THE AMOUNT OF WATER I'IIIHIN lHE TIME INTERVAL
NECESSARY TO ENSURE lHAT lHE AMOUNT OF DUST OR BLOW[NG DIRT IS KEPT TO A ~UNIMUM AND
[S SATISFACTORY TO lHE OWNER.
s
! '"
~ ~
~
=> ~
"'
"'
'"
iI!
REBAR VI/CAP #382 ,
- -------------.
~
~~
--,
\ \
I
l
~
) (1
~
L_1__
PROPOSED
12' F.E.S.
IE = 1063.55
\
\ /
II
\
~
\
'"
'"
~ '"
Ill:
W
z
III z
0(
...
~ ...
'"
~ Ill:
W
W
z
6
III z
w
::I: '"
I-
U \J
w
!::
:c
U) \J
Ill:
0(
~
"<(,
\
LEGEND
5sand\1leeds
1066
RIPRAP
- -10b5- - EXISl1NG CONTOUR
-1065- PROPOSED CONTOUR
TS TOP OF SlAB ELE.VATION
GRD GROUND ELEVATION
-SF- S[LT FENCE
EROSION CONTROL BLANKET
(SC-150 OR APPROVED EQUAL)
l\
"t(l, \
---~ \
~
j ...e>'-" "
1
V
\
'"
"-
100'7
..--r ~ ~
\
'\ V'
'\/ /
";/ i
f---J
I
---- DRAINAGE SWALE
r..................
. .. I CONSTRUCTION ENTRANCE
(25'X70')
Cl
Z
N
(/)1-
Ww
o::w
00::
<Ii;
:Cl-
I-z
:::><
00::
(/)~
W Cl _'"' <
e>lI!"U~
<(O:C(/)
0:= a.. 1-<
001.00::
0:: CO
I-a.. ~w
(f) ~6z
....,NE!i
058:5
U-I<CO
Oz
z<(
<(.....J
0....
Z
<(.....J
.....Jo
0....0:=
l-
e> z
zo
oU
<(z
~o
(f)
Wo
1-0:=
(f) W
Bore I-Iofe #B-l@
~.
-/
-----:- ~
~ -- ---------
; ---: ~- ._~ REGRACE DITCH AS REQUIRED TO PR<MDE POSITIVE DRAINAGE.
A.. - /
'F!!,r"" /
\"-'lSTiNG
7
'.'i '. ~
'26fJ.55
1067.:15
~
(
1M 4!4
~
Il'
~
~
'"
---->
/
~
,..----
~
NORTH
30 0
~liII.
---
REMOVE AND RE-LAY EX[SlING 15' CMP @ 2.56%.
PIPE SHAL BE CENTERED ON PROPOSED DRIVEWAY.
I.E. (WEST)=1062.60
I.E. (EASI)=1061.55
!!
::2;,,-
~!
i'l
..J<i
~~
;;;~
';8
~~
;f~
PROJECT NO,: 05617.001
30
I
C1-2
1 Inch = 30 ft,
~
;~ ~
.:;,0
~
'..<J 0'
,oromi!)e
BUILDING PERMIT DEPOSIT AGREEMENT
A $500.00 refundable deposit is being collected for any new commercial, new
residential, and any additions, remodels and accessory building valued $10,000 or
greater at the time of your building permit application.
A $200.00 refundable deposit is being collected for any residential remodel,
addition or accessory building valued under $10,000.
/'-~
~undable deposit is being collected for all misc. permits.
The City reserves the right to not refund this deposit if any of the following
conditions occur during the construction period:
1) Theft of water service by the plumber, owner or general contractor.
2) All permits have not been obtained,
3) All required inspections have not been obtained.
4) Occupancy occurs prior to a final inspection.
5) The project is completed without a final inspection being done.
6) Storm Water Management Plan inspection not obtained. (If Required)
If any or all of these situations occur during construction, you may forfeit your
deposit.
I hereby agree to the above conditions, and understand that should any or
all of the above situations occur, the building permit deposit SHALL be forfeited or
discounted upon the discretion of the City of Blair, Building and Inspections
Department.
Contractor/Owner
City of Blair
Date
t~
~ITY OF BLAIR
LOCATION OF INSPECTION'
BUILDING INSPECTION REPORT
D WASHINGTON COUNTY
i
r.....",,:;
~ -
NAME OF OWNER ,'j (' 1''0 ( f"
CONTRACTOR'
{'V'\ i;\ l"
"
1",-1'
,f' '7 <.,"," t-/ ~,\. t?" {,)
Ii' '!
;j' t''')
DATE INSPECTION REQUESTED' I 1,;
! C,t
I r4
<~.,:~,
TIME INSPECTION REQUESTED'
PERMIT NO'
TYPE OF INSPECTION REQUESTED: D CONFERENCE
BUILDING: D FOOTING D DECK FOOTING D FRAMING D DRYWALL D FINAL D PARTIAL
D STATUS CHECK
PASSED FAILED
D D
COMMENTS:
UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE
D PARTIAL It
COMMENTS:
ELECTRICAL: D ROUGH IN D FINAL D PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT
D PARTIAL
FAILED
'D
COMMENTS:
MECHANICAL:D ROUGH-IN D AfC D FURNACE D RADIANT HEAT D FINAL D PARTIAL
PASSED FAILED
D D
PASSED FAILED
D D
PASSED FAILED
D D
COMMENTS:
PLUMBING: D GROUNDWORK D ROUGH-IN D FINAL D WATER METER INSTALLED D PARTIAL
D PRESSURE TEST
COMMENTS:
D OCCUPANCY GRANTED D CONDITIONAL OCCUPANCY GRANTED
NOTES/REMARKS'
INSPECTOR'
7M'f
DATE OF INSPECTION MADE: l d ...,{ \; ~ D ~
TIMF' Sf'~~
FAXED OPPD\BURT REA
TO CONNECT SERVICE: ON
BY