HomeMy WebLinkAboutPermit Construction Plan 2004-2-10
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Springfield Fire Marshal's Office
B~sed on th,e ~ubmitted information, these plans appear consistent
""nh the mlDlmum requirements for Fire and Life Safety of the
~S~C and! or UFC as adopted by ordinance by the City of Springfield.
eVle~ comm~nts ~nd n~ted exceptions are attached and on E{e at
th. CIty of Spnngf.eld Fu. Marshal's offic.. Approval of submitted
l>lans IS not an approval of om~ersighlS the code by the
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IMPROVEMENTS FOR
"CHARLES MOORE SUDIV18ION~'
REPLAT OF PARCEL 2 OF ST. JOHNS CORPOllATI()N
S.W. 1/4, SEC. 30; T~17S., R.2"., W.M.
SPRINGFIEL1); LANB COUNTY, OREGON:""
SCALE 1 "=50'
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ZONE ' OCCUPANCY GRO~~;z.;
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--~ '. OCCUPANCY LOAD
STORjES' -
--- - TYPE CONSTRUCTJON
LEGAL DESCRIPTION ~'J)_') ~nQ~ QUo'"l9
ADDRESS~"1.~ ,,~,9)C)_~'OP -4-3e>~B ~M~
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THE cqNTENTS HERE ON HI<
ALTER,!'TIONS INDICATED ON c~EO~~~~~~6:EWED. WITH
OR At.:, ERATlO,N3 MADE TO THE APPROVED ORA CHANGES
PROJECT AFTER THE DATE BELOW SHALL 6EAP WINGS OR
THE BUILDING OFFICIAL, PROVED BY
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CITY OF SPRING~LD, OREGON
AFICE.OVED t. .~~ 0....-00 011
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SHEET INDEX
SHEEt CO _".~. COVER, SHEET
SHEer ,CL...,,,~ sueD/VIDEO EX/STING COND/TlONS
AND DEMOLITION
SHEllT C2,,,...,.. GRADINO, DRAINAGE &
SHEET C3,.,. UTILITY PLAN
SHEET C4,.".... EROSiQN CONTROL
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SHEET C5 _,,:._ CiVIL. DETAILS AND
, . ".. . . ',EROS!ON CONTROL DET AIL8J
. SHEEP C6..~.,,_ CiVIL OETAILS
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ZONING
HI- HEAVY INDUSTRIAL
L D R. LOW DENSITY RESIDENTIAL
,U APPROX. L TD BUS STOP LOCA TION
SCALE' 1"=1200'
~ENERAL CONSTRUCtiON NOTES:,
A. ALL MATERiALS AN!) WORl\h1ANSHiP WITHIN THE PUBLIC RIGHT'OF-WAY
OR PUBLIC EAS(MENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT
OF P,UBLIC WQRKS "STANDARO CONSTRUCTION SPECIFICATIONS 1994': .
IN ADDITION TO' T/1/S SPEClFlCA iiOJ'l AND PLANS.
8. 4LL' otHER IMPRO.Vf""'-NTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED
wu. BE 80UNo 8Y T/-€ C!JRF?ENT REQUIREMENTS OF THE STATE OF OREGON
. STRUCT!JRAL sPECIAl..TY cODE:, PLUM81NG SPECIAL TY CODE, AND/OR CITY
'OF. SPRINGFIELD BUl.DING DiViSION REQUIREMENTS,
C. LOGA TioN AND/OR DEPTH Of UTILITIES SHOWN ON PLANS IS APPROXIMA TE.
It IS THE: CPNTRACTOR'SREsPONSIBllITY TO CONTACT AI-L UTILITY
COMP4NJfS FOR UNQERGROUND LOC,6,TION OF FACILITIES AT LEAST 48
Hf)URSPRIOR TO (XCAVATING OR "POTHOLING", THE "ONE-cAlL" NUMBER
IS /,800'332-2344.
D. CONTRACTOR SHALL OC RESPONSI8LE FOR COORDINA TION WITH UTILITY
COMPANIES ON THe TIMING OF INSfALLATION of THEIR FACILITIES,
THE EXCAVATOR MUST COMPLY WITH THE PROVISIONS OF OAR. 952
G;,: STORM SEWER CONNECTIONS TO CITY OWNED EXISTING FACILITIES
: IPIPE. CATCH BASIN, MANHOLES, HC.! SHALL BE INPECTED BY PUBLIC
':' WORKS MAINTENANCE DEPARTMENT, CONTACT UTILITY REPRESENTATIVE
NOT LESS THAN 48 HOURS PRIOR TO WORK.
SPRINGFIELD CITY CODE 10,2,1 REQUIRES NOTIFICA nON OF OPEN TRENCHIN()
FOR THE PROJf.CT TO ALLOW POSSIBLE TCI CABLE INSTALLA TlON,
CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE PRIOR TO BEGINNING
WORK.
ALL: JOINTS BETWEEN EXISTING & NEW ASPHALT PAVING SHALL BE SEALED
WiTH POL YMERIZED ASPHAL T AND SANDED TO PREVENT PICK,UP,
COMPACTION REQUIREMENTS' SUBGRADE ' 931 D'1557
CRUSHED ROCK ' 951 Tl80
ASPHAL T ' 901 RICE
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE THA T
CHEMICALS USED DURING CONSTRUCTION SHALL NOT ENTER THE SOIL
OR BE WASHED INTO THE STORM DRAINAGE SYSTEM. NO PAINT WASTE
OR CLEANING MA TER/ALS OR WASTES SHALL BE ALLOWED TO ENTER THE
SOILS OR STORM DRAINAGE SYSTEM, IF ANY SUCH CHEMICALS. WASTES
OR CLEANING MA TERIALS ARf INTRODUCED, THE CONTRACTOR SHALL
. .
BE RESPONSIBLE FOR MITIGA TION OF ANy RESut. TlNG CONSEQUENCES,
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UTiutY NOTES
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I" . Tf-I1=. LOCATION OF EXIsTING "UNDERGROUND UTILITIES ARE SHOWN IN AN IjPPR()XIMATE WAY ()NLY & HAVE NOT B.EEN iNDEPENDENTI,.Y VERIFIED BY
. . 'BY THE, OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
, COMMENCING' WORK. MiD AGREES TO BE FULL I' R(SPQNSIBLE FOR ANY ~ ALL DAMAGES f:HICH MIGHT BE OCCASIONED By' THE CONTRACTOR'S
e , _ _ >" ,_ "'. _ ._._ ., . _
FAILURE TO EXACTLy' lOcATE AND PRESERvE: ANi AND ALL. UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
'AL(RT(U~A)AT{?OOJ ?27-i600 to INDICATE EXiE;TING UTILITIES AT L~ST 4fj HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL
, TAKE PRf;CAj,lTlQNARY ~ASl.JRES TO PROTECT THES,f: LlTILITIE$. THf: CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTIliTY AGENCIES
AND T~ CITY H.iJ,vE flEEN NOTIFIEO AND HAVE BE(N Grvf:N THE OPPOR,?f.NlTY TO MARK THEIR FACILiTIES IN THE FIElD.
2, AT THE START OF CONSTRUcTION. THE CONTRACTOR SHALL VERIFY r~J [OCATION. ELEVATION & MATERIAL TYPE FOR ALL EXISTING UNDERGROUND
UTILITIES ON SITE. ACROSS THE slit & .A T THt INDICA TED POiNTS of CQNNE:CTlON, IF THE EXISTING CONDlTIONS DIFFER FROM THA T SHOWN ON
- - c" . .
. ' THE PLAN. THE CONTRACTOR SHALL NOTIFY BRANcH (NGLIo,J(ERING. INC. I~MEDIA TEL y, THE CONTRACTOR SHALL VERIFY THA T THE NEW UTILITY
SERVICE WILt. 'MEET THE INQlcATED PIPE SLOPf:S.' . ' ,',' I : "
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3, CONFOR~ TO THf UNIFORM PLUMBING CODE AND rAf.!UF AC TURER 'S sPEC/FICA TlONS,
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OW1(ER ,
CHARLES MOORE
557 S,' 1441h ST.
SPRINGFiELD. OR(GON
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,SiTE 8& PRoiECT DATA
BENCJb1Atac DATUM
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CITY OF'SPRINGFIELD DA TUM'
371h ST/& KATHRYN AVE.
N. $O~T/H. N, SIDE. ELEV.47728
CONTIGUOUS O"f'NE10l1.J.T
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THIS P,RQPERTY REPRESENtS ALL
LAND {;N~ER CONTIGUOUS OWNF;;RSHIP
eY OWNER AND APPLICANT.
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FLOOD; PLAIN
BASE~ 6TVIylAP NO. 41039CI/61 F
EFFECJIVE OA TE JUNE 2. 19:39,
THIS kRQpERTY IS IN ZONE X '
ARfA pETERMINEO TO BE OUTSIDE
500 Yf4f- F.LOOD PLAIN,
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'l'IliB Off num ZONE:
THe itttHE"AO PROTE;:CTION
," -r:
A[?EA~ 'V'P ILLU?TRA TES
THA T rHE SITE 1$ WITHIN
T!--It 5ic YEAR TIME OF TRA VEL
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AJl.OUNT OF PROPOSED FILL:
125 C.Y.
APPUCANT
BRANCH ENGiNEERING INC.
R(NE FABRICANT. P.f., SE
3/0 5/h STREET
SPRINGFIELD. OREGON
. ZONING
HI - HE;A VY INDUSTRIAL
{THIS INCLUDES PROPERTY
WITHiN 100 FEET. ONT/:fE
NORTH. EAS.T AND WfST
OF KA THRYN, THE SOUTH
SIQE OF K4. T~ Y/II 1$ LDR.
LOW DENSITY RE:SIDENTlAt.
SEfi VICIMTY MfJ:)} .
TRAN$l'f FAC1UTIES
, THE NEAREST BUS STOP IS
LOCAT(D AT 28TH sf. AND
OL YMPIC ST.
~'U~O PLAN DESIGNATION
HI ' HEAVY INDUSTRIAL
<THIS INCLUDES PROPERTY WITHIN
100 FEET. ON THE NORTH. EAST
AND WEST OF KA THRYN. THE
SOUTH SIDE OF KA THRYN IS
LDR lOW DENSITY RESIDENTIAL.
SEf VICINITY MAP)
SOIL TYPES AND J'A7'!B TABLI:
(76) MALA BON-URBAN LAND COMPLEX
WA TER TABLE IS GREA TER THAN 6 FEET,
(79) MCBEE SIL TY eLA I' LOAM
WATER TABLe IS 2.0 TO 3,0 FEn
SOUR S'l'ATEJlEN'1
NOT APPLICABLE - NO SOlAR
REQUIR(MENT IN HEA VY INDUSTRIAL
AMOUNT OF PROPOSED Cr.iT:
430 c. Y.
. A..RBA PROPOSED FOB ON-O>d6 PAVEMEN'l
,? 6.800 sF.' '. . . . ..
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DESIGN TEAM
RENE FABRICANT. P.E.. 8.[.
e'maii' rene@bfanchengineering.com i-
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REX BETZ, P.l.8.1C. W.RE. ,:
e-maii' surveyor €I Dtanchengineering.com '
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.uTILITY REPRESENTATIVES
UTILITY
GAS (NW NA T,)
ELECTRICITY (SUB)
TELEPHONE (QWESn
WA TER (SUB)
SEWER
REPRESENT A T/VE
PHONE
DEREK JAROS/DA VE THOMPSON
ED HEAD
BILL FOX
BART MCGEE
RON SA THER
RON SATHER
AL GERARD
154JJ 342,366/
(54/1 744-3707
(54JJ 482,8507
(541) 744-3756
154/J 726'2240
(541) 726-2240
(541) 726,2294
BRANCH ENGINEERING. INC.
.310 5TH STREET
SPRINGFiELO. OREGON 97477
PHONE' '. 154/) 746-0637 .
FAX: (541) 746-0389
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DATE ,i).NOARY 16, 2004 .,::-'
SCALE
DRAWN
BY
DESIGNER
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
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C/7Y PROJECT NUMBER
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