3rd E 12505 WA VOA HOUSING (2 of 4)
,
n r ~ 0 u 1-4 T Y
S P O K A N~ OFFICE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date:
SUBJECT:
Gentlemen:
A review of the road, drainage, or site plan for the above-referenced building permit has
been accomplished. Areas of concern to us are indicated in red on the attached plan set and
calculations marked "ORIGINAL". Please make the corrections and resubmit them to the
Building Depactment in order that the review process may proceed. When the plans are
resubmitted, mark all changes on the revised vrint in color and include the mark-up.
Please note that the plan set and calculations marked "ORIGINAL" are official public
documents, and must be returned with the revised plans and calculations. Review of the
revised plans and calculations will not proceed until the "ORIGINAL" set is returned to the
County.
If you have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
_ Ronald C Hormann, P. E.
Spoka o nty Engineer
Robert Turner, E.I.T.
Plans Review Engineer
W.1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
J w
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B93106 REnIEWER: Bob Turner
PROJECT NAME: Voa Living Center on 3rd DATE: Feb 94
REVIEW 1
COMMENTS
GENEItAL :
C) Approach Permits are required on all new approaches as well as all
approaches that will be altered. Contact Sylvia Lightfoot at the
County Engineer's Department. Approach permits for county roads
will not be issued until a site plan is approved.
L.A bond or some other form of financial surety approved by Spokane
County needs to be submitted for proposals that require
improvements within the adjacent right-of-way. To expedite your
request for a building permit the County has 3 pre-approved bond
formats. If you chose to use a different format a member of the
County's legal staff will have to review it which will likely
result in a delay. The bond amount for this project has been
determined to be $29,000.00.
PLANS:
~ Sheet C1.1: Stationing must be adjusted to not ref lect negative
stationing.
' /The taper length should be extended to 100 feet. This direction has
v come from Bob Brueggeman, County Traffic Engineer. .
The swale on the south side of 3rd should be sodded. Hydroseeding
will *be allowed only if there is a note on the plans must
indicating that the swale will be sodded when the property is
/da vel oped.
e area marked 4 on the plans is not shown on sheet C1.4. Please
rect the discrepancy.
The swales taking the road runoff must be covered by easement. A
copy of the easement is attached. Draw a line on the plans showing
the extent of the easement. ~
Page 1 of 3
`
corsMErrrs
PROJECT # B93106
REVIEW # 1
9 Feb 94
PLANS:
AoS e t C1.1 (cont.): A 1 foot strip is required by the zone change
r 3rd avenue. Our Right of Way Department is working on this now.
If any further information is required you will be contacted.
he roadway section has been altered to ref lect our new section. A
co y is attached.
The road plans are required to be turned in on mylar, once they are
approve. They must also have an owners signature.
eet C1.4: This plan has an area marked 1 that does not match
sheet C1.1, please correct the discrepancy.
6 The cross section of the swale shall be labeled as sod.
Provide the information stamped on this plan.
v
Page 2 of 3
Date-9"-A/' ae/)ob No. 5PZt/3' 01/
CENTURY WEST ENGINEERING Attention:~`V&
~
LETTER OF TRANSMITTAL
~o~~1,J~- (..47,~✓~` /~E.~
We are sending you >kttachcd O Ui1der separate eover via the following itcros:
O Sl1op Drawings ❑ Prints O Plans ❑ Samples ❑ Specif1c~rio►Is
0 C;opy of Lctter ❑
Copics I Date or No. ~ Dcscription
L
Thcse are transmitted as checkecl below:
XFor Appro-,-al O Approved as SuUmitted O RcsuUmit Copies for Approval
r Your Use ❑ Appraved as Noted ❑ Submit Copics for Distribution
PAA's Requested O IZeairned for Corrections O Return Corrcctcd PrinCs
❑ For Rev►ew ana Comment ❑
OFOR BIDS DUE 19 O PR1NT5 RET'UItNEU AFTEft LUAN TC) U5
Remarks:
>i _ ~)',O' P C:c-P e-
_ ~
- , -
If enclosures arc not as notcd, kindly nocify us at once. - Signect:
V.Ncst 1124 Riverside, Third Floor O 1444 NW College Way 25 NE m'ah, Suice 425 ❑ 7950 Dublin Blvd. 11210
Post Uffice 13ox 1905 i'ost Uffice Box 1174 nd, Orcgon 97232 DuUlii1, California 94563
Spokane, Washington 99210 Bcnd, Oregon 97709 (503) 231•607$ Fax: (503) 231.64E2 (510) 551-7774 Fa►a:(514) 551-7776
(509) 538.3810 Fax: (509) 624-0355 (503) 388•3500 Fax: (503) 388-5062
~ t'
~p~ ti.~~
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~ .
Zec'-k But'-er r ~
I h1AR 0 ~ 1994 ~
Aitttwts__DS- k
'I'hc I'aultic;n Cc;nftc;r r ~ . . .
St,itt- . . ransm~tta . . ~ettez~
To: Mz. Robert 'Iti.irner Date: 2/ 28 / 94
• Spokane County Engineering Architect's Prolect Number: 9231
. Department Project: Washington VOA Housin
g
County Public Works Bldg. E. 12505 3rd Avenue
We transmit: j0 Herewith ❑ Under Separate Cover ❑ Other:
Wcst 421 The following:
Kivei-sicic 0 Design Drawings 0 Specifications 0 Shop Drawings
Spukane
tkr,~ 99201 e Construction Drowings ❑ Product literature 0 letter
0 Other:
This material is transmitted:
❑ For Approvol U For Your Use 0 As Requested
0 For Review and Commeni ❑ For Information and File ❑ Other:
Description/Comment: Dear Mr. Turner :
Enclosed are the following items relating to the above
referenced proj ect :
-Original mylar tracing Cl.l (Rev. 2/14/94)
tJ tJ. Cl . 2 1.1
t1. I,?• C 1. 4 I.,
''l' C1. 5 it
-Revised Specification Section 02570 (2/24/94) w/ standard
County details
Blueline prints of the same drawings and copies of the
spec section are also being delivered to Jar.ies Legat by
copy of this transmittal. These drawings and specifcations
should respond to the corrections required by you and Mr.
Legat. If anything is amiss, please contact Dean Logsdon
directly, as I will be out of town for the next 3 days. Thanks.
5094568236 Signed: Gary Lauerman
P,
ax
5097470570 James Legat, Countv Utilities Dent.
Dean Logsdon, Century V01st Engineering
~
~ • , . . .
2.4 VALVE BOXES
A. Fire Hydrant Valve: Cast iron valve boxes shall be Tyler 6855-
16T top with covers (marked water), the Tyler 6855-36B tscrew
style) bottom with slip type for four feet of cover with bottom
section 36 inches and top section 16 inches.
6. Service Line Valves: Cast iron valve boxes shall be Tyler 6855-
16T top with covers (marked water) and curb box purchased from
Modern Electric and Water Company. ~
2.5 TRACER WIRE
The Contractor shall furnish and place magnetic tracer wire (6 gauge)
approximately two feet above PVC water lines and shall extend its full
length. All costs to furnish and place tracer tape shall be considered
incidental.
2.6 THRUST BLOCKS
Thrust blocks or M.J. Megalug shali be instailed at all horizontal or
vertical bends of 22 1/2 degrees or greater and at ail tees. Precast
concrete thrust biocks can be fumished by Modern Electric Water
Company. Modern Electric Water Company will charge the Contractor
for furnishing the precast blocks. M.J. Megalugs must be installed
according to the table below. ~
_ . .
- - - -
.
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: . " . i
. NUMBER OF FULL
LENGTHS EACH WAY
FITTINGS AND '
LOCATION PIPE SIZE
~ 18" 12" 8" 6" 4"
90° BENDS
TEES & CROSSES
VALVES 6 6 5 4 3
DEAD ENDS
11 1/40 BENDS 2 2 2 1 1
22 1/20 BENDS 3 3 3 2 2
45° BENDS 5 5 4 3 3
REOE 1iED
02570 2 10/93
- ~ FEB24 1994
a~CK evILEa
Archhects
TERMINATE AS SPECIFIED
BY C4UNTY UTlL..1Tl~~ ENGIhiEER.
. DEEP EX1STING GRO19ND
~~'r~~~~~;~~~~~~~
4f~ ~~~i\
OWNER [iVSTALL..ED 2~X47 BOARD SET AT JNlOERZ OF
~B ~rmH A 1 s~ ~G~ oF 1,~27
~I~E S~~~C~. REBAR SECURED TO THE TOP PORTION
OF BQARD & SE1' AT A M4X. OF Gr
~ _ BELOVI~ DCI~I~lG GROUI~D.
*~filNIMUM SL~PE
• , --2o ~~4f IN1MU&4 SLOp ~
4MATCH
PLI~G PER ~27,
SPEC[FICATIONS. THE MIN[MUM SLOPE MAY BE R~DUCED
TO I X IF A S1.9RVEYORS LEVEL IS USED. +
. PVC S«E SERVIGE SEWER 22 1/2` BEND
. -TCH .
~ONI~E~TION PIPE (T1~'P.) ~
SER1~CE
- ~S BEND +
MATCH TYP ~ '131"
4456+ SEF~CE TEE WIN,
SLOpE SERMCE T~E
TY-PE MATCH --o
NOrES TYP E ~~C"
1. EXTEND CONNECTIOr~~ ~~OND sIDEWALKs oR CURBS wHF-RE E}ASEMENTS ARE AVAILABI.E OR T0 THE PROPERTY LINE.
_ 2, iNsrrALL PIPE ZOn~~ ~~RLAL (eEaa,NG) PER SPEcIFICATIONs,
3. ALL CONNEcIIONs ~E TYPE 09 uNLESs OTHERwISE NorE-D.
4. PROADE RECvRa ~RAWINc LocArIOn~S WITH TWO (2) HoRIZoNTAL TIEs
AND ONE (1) VERT1CAL TiE TO STUB OR SEWER LlNE STA1ION Ah1D 9c"
OFFSET piSTANCE TO STUBr DEPTH OF STUB, AND lNVERT EI-EIIATON
OF S'CLIB, et al (SEE SHEET U-- 16)
5, INCLUDE S'TAT1Ot~ ~F NEAREST MANHOLE
6. DRAwINGS s~ ~E APPRoVEa BY THE COUNT+r vMLmEs
DEPARTI~ENT PRlOR TO ACCEPTANCE.
~
~
~ FES 2
~
APPROVED:~ ~ STANDAJM ZE . s
U71u~~S OtREcTOR ti~ STA1VDAF~D SEF~~liCE COIV[~ECTIO c
~ 6_- 15
SPOKANE CDUN1-Y
7 - 9 ajt+ F~ ~WaJ ~ sEE 2sX4; N a~ DEPAf~TMEN'T OF PUBLfC VI~ORKS
h3 {~A B Y C}C D. A k~N ~ rr& M0e ~s-woa
3i5' LrXPA"O+ JOINT GENERAL NOTES
i, EXPANSION d01NT 11A1ERIAl SflAll 8E
PUCfO IN iNE CCf11ER QF ALL COWfRpAl
A SIDEMAIK ORMIMAI'S OVER 20' IN MDT}I,
~ 2. EXPANSION JOMt REQUIREC IF POUR
INCLVDIS A001110NA1 ORIVEMAY ARCA.
b 3. CONCRcfi fOR ORINEN'A19 SHAII eE
~ 0.nSS 3000 AIR fNTRMJfO
4' CURB fA 4, All E%TERNAI [OCES 10 BE
A TR014EL1E0 N1TM 1/4' RADNS EDCER,
~ m ~ PLAN e. soEwAuc To ec scoaEo EvcAY s',
3/8' fXPANSION JOINT 10 BE INSTAUEO tAL11
~ ~ SIDE OP A CURB REfURt1 ANp AT IOCATIaNS
0 wHERE StDEwAUi tN1ERSECIS O1HER SIOCwALKS,
dc e1 MTN oaiv[wArs ANo anes
m
E. THE COUNIY EHdNEER MAY REQVIRE A MDER
' SIOEM1AlK 1HAN MIM11UA1, NHERE PEOfSiRIAN
O I M E N S I O N T A B L E iRAFf1C VOIUMES INOiCAh It IS wMRANitD,
ca~
~ 1/4' PEA ' •
F00T_ . I. SEI AfEET A-5. (N41[El CMAIR RAMPS)
-11
. . COAn~I. 16' ~0' . a CE~IEN1 CONCRETE APPROA04t3 SHALL AE
4' POR1lANp . • ItES, 1 16' I Jp' CONSiRUC1ED A1 All WR9 OAOP lOCA110NS
. CEIAENT CONCREIE TO MSURE STORIMAILR flOMf ALONC CUTIER
. . ; uNLr REcuRoLtss of sroErwc cor+stRVCno►r,
sECrIoN A-A : . ' , .
~ ~o, mm. V.14 a, mm,~ e' MrN.
I
i'
1' ~/4~ PTER aZ MA~ ~~4. ~ CR~oECTfO SIDEWAIK
-1 ~ ••~6'
4' ~c
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SECTION A-A e• PoRnArro
(ORAINACE SWALE) CE~ENT CONCREIE
SECTION B-B ~ .
SPOKANE COUNTY APPROVfDt • ~ ~ '9HLL?
OEPART}~ENT OF PUBIIC WORKS ~TM ~R S1~NDUtD
N Svauurc, xk n:oe 4x.xao oAm ~ CE1~ENt CONCRETE APPROACHES A-~
. t; . . ,
, ,'-e• DIA. ' 4'_e• aIA. GENERAL NOTES
, 1, CONCRETC ORYriEI.I I1EN5 SMAII BC CON51RUC1ED
3' YA1H ME EARREIS ANO C081ES RQNFORtEO N11H 0,11
~~~9 P~ ~1 P9, ~l P~ ~n°'~ so. N. snEt cRA~ ,o, vEt in~t~ voor or wALL
. 2. TOIfRANCE OF D16tENS~Ck4 rOR ORAIkACf P4R1S
~ ~ ~ ~ 5' SMAII BE : 1/2'. ,
(n~,)
~ ~ ~ r 1 ~
Fq h & cAcH eARRCL sccnaN sHAu A M►mMvu of e RoWS or
~ ~ ~ ~ ~ oa~ur,AcE PaRTs v~nctiLr ~,o A Mn,nMvu a 10
~ 3• 3. CRAINACE POR1S AROUND 1HE dACUUFEREN C E O f i f i E BAR R f L
P- - P~ P~ (t,p,) ~~`Ip~ (t,P,)
1 .
r1L r
~
~YWELL BARREL + 1r2• cLEARANCE ORIUNAQE P6RT
m (ELEVATION) E~a~~~Y 10~
~ ,1 co M DRYWELL BASE
~ 0.6 (ELEvanoN)
y m ~ ~ ' s~/4• I ~ J-
Cp " 1 0 11 1/2•
x-~ T1'P ) ~ .;~•j~~A' y ~ r!;4•
5 3n•1 S 3/4~ 4 T
. oaAfN kotts
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a c~.a _ , ~ sECnoN c-c
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p~ m
DRYWELL BARREL BASE DRAIN HOLE 'DETAIL Q~'' . .
. , (PLAN) • (PLAN) SEC11oN D-D DRAINAGE PORT
. .
. ,
_ SPOKANE COUNTY APPROVE ~ STANpARp 5"~
-
tLyWo DEPR~Ew T p~PUBU~ ~RKS ' o cmm ~ PRECAST DRYWELL DETAIIS B-2
. ,
~-cuae~
. ,
GENERAL NOTES
-1- - - ~ i. 1HE CUTIER DEPRESSION SHAII BE
CONS?RUCTED OF ASPMAl1 CONCREIE
~ SLOPE BREAKS WERE NO CONCRETE CUTTER IS
SPEdFlED. A.C. THICKNESS SH11LL 8E THE
14' SAAIE AS SPEdF1ED i0R iHE ROAD.
GUTTER DEPRESSION 2. a POFt SS~A 00~T CONCRE?E SFfALL 8E
5, t--2- 1 s"
CURB FACE-'~
~ . , , CONIRAC110N JdNTS
-t' OfPRESSION
. . E..R.
fCASE t~CASE 2 ~ ' I
(CURB Okl» (CURB 1c CUTTER) ~8 d
. m
•1/2' EIIPANS►ON . t
E.C.R. JdNT (iYP.)
~ COlO NT
A ~ I ~m CROSS GUTTER TYPE 2
~
b' CONCRETE
~ rn vALLEY CU(TER
~ A 11' N0 CROSS GUTTER TYPE 1 ~
3' b, ' .aaWr.iO~•
~ ~ ~/~N •
c~
. . . . . . ~ r ~
~ J' i 3' ~PAVEMEN? SURfACF
~'i 3/°'
e• cor~c~E~ z• e~sc
• ~ • i • ~,v • ~ CRUSHED SURFAdNC
?OP COURSE
COID JOINT
6' CONC. / 6*6 ~ 10 RE1MF. IAESH, • REOUIRfO
SECTION A-A SECTION B-B ~AOM-no~~ rt►m nc
SPOKANE COUNtY APPROVEO: STANDARD 5~~'
DEPARTMENT OF PUBUC WORKS ~ntNC~cA g_~g
,7~~ sraKurt. N~ me0 4x-3eoo oAn:is23r ~ -CONCREIE GUTTERS
-.~-~-1/4• So' GENERAL NOTES
~/16& t. FRAAIE SHALL 8E CRAY IRON CONfORM1NG
1/2' S4.-~ GRA1E SWILL BE DUCTI~LE RON ONiORMINC
~7/8 ~ 10 A.S.T.M. l~S38-EI, CU1SS 80-55-06, . RATE COVER SKID DESIGN DETAIL >/a'~ ~~.~~z• Z 0ME►rlY~BERUSEOAr~MERE S OwH p~j SMALL
' 1HE CONSTRUC110N PUNS. li SHALL
27 5/6. HOi BE USED AT A CURB UNE.
zb S/e SECTION J-J
24' 6.0. 1 ORAINACE SLOTS SNALL BE PIACED
PARALLEI TO 1HE 01REC110N 0F FLOW.
S. fiT ?OIERANCE SMALL eE t/6' i.
► ~
,
10 / -Se~t---....1- 3 26 3/16' S. tfElDMO IS NOT PERMRTEO.
! 26 3/4. e 3/4' Z.7/32-
J1 1/5* 3/4~~ ~_1' -.4 E[20
sECrIoN a-a h114' 3/0'-+*_~ 26 3/16'
SECTION H-H 5/11• js/a•
L.i..
- -
1/2• 2 i/e•H a/isk+ .
5/4 2
~ SECTION B-B
A
_~10 A NON-SKtD PAITFRN
~ a C~'a'' TO BE CAST INTERAI ~
. 00- H aN ToP or covEa. f~ J' TO G Of
t:~ ' PICK HOIE
~ 8 , ti.: • 8 (1 DIA.)
1► klr+v + ~11 . µ11,,~, '~Zk•~ a~, ,.el.~~.tt[[j~i,,1~T T~%1 i,,:~iw~~ :,,~iiii}~~i~
~ m rn „ „ -
,
~
,
,
uea
~ ~,r N m ~ . 'stORU' .
cp c:: .R'
N r MiN. rEicHt 1ee Les. '
ni GRATE - TYPE 4 ,
~ FRAME - TYPE 4 SOLID COVER
o~~r~°g~ MIN. 1YEICMI 116 LBS.
. ~ f1aM11R
SPOKANE COUNTY APPROVED:
O E P A R T M E N t O F P U B L I C W O R K S couttn mNtrot °S ` S T A N O A R D B-15
~ ~racurt. W~ 90260 4se.xoo oAn4:s~~ ~ I~ETAL FRAME, GRATE 8c SOLID COVER - TYPE 4
1
'fY4£ll BARR£L OR
, GENERAL NOTES wATERPROOF CA1'CM BASIN WAII •
NON-SHRINK ,Y ~PE
~ I. CRAVEI BACKFIII OUAN111Y fOR DRYMfEIIS t CROUi .
NOTE;
-N:
1YPE 'A' - JO CUB~C YAROS IAiNn~Ubt /44 TpNS, py~ ~Pf ADMIERS ANO OtiSICET WAY VAAr
T'~PE '8' - 40 CUBIC YAROS t~ININUM / S6 i0N9,
- M 91ME ANO S12E AS ILIUSTRAIEO IN
Oft AS SPEdfIEG ON ROhO PLANS, OETAII 9Y ACCEPiABIE Al1ERNAIE M
m 2, SPECIAI AACKf1Ll IAATEAIAI FOR DRYM4LlS SHALL COMSISI Of ACCOROANCE Mifl A.S,T,M,-C-42E.
M'ASMED CRAVEI CRAOEO FROu 1' 10 3' IH1H A MAXIMUM OF SX . ' •
PASSINQ 1HE U,S Na 200 SCREEN, AS MEASURED eY ME1d11, ASKE1
AMAIOYUM Of 10X OF 1HE ACCRECAIE, AS MEASl1Rf0 BY N'QCHT, ADAPTER
~iui e~~ u o~ra~~ u~~cni~~~h ,°~~07 ' PVC ADAPTER
caNcREh sue sMAu eE cuss 3000 caNa►eIL ' (SAND COLLAR)
b S[E SIANOARO PIANS SMfE1s 8-2 AND 11-3 FOR
PRECAST CONCREIE DEINLS. S. AOJUSIAIENT BlOCKS SNAII 8E CEAIENt CONCRETE gp~~~py~ . FWMM y~ ~ m S, PRECASI RtSER IAAY BE USED IN COGIBINA110N SEE SHT, 8~1~ PAVEIdfN~t~E
V+TH oa M uEu oF AodusnN4 BLocus, ~ ,
~q 7,1MiEH PVC PIPE IS USEG A PYC ADAPIER SHAII 8E MSTALLED, ~w~ ~ ' YORTAR IM PUICE
d. PIPES SMAII BE QROUTED M10 ORYIIELLS, .'r p~~
~~AALD AOJUSIIAENT
RINGS
V ~ to
~1'1 ~ _ ;
~ S y~R carre sua, ; ~ .
S~ 6-15, ~nSIED CR E SEE CEhERAI ~ (PAvEMaT~ b NOtE s
iiiiirriiiiiiii _ h • .i .
MORIAR M PLACE ~ -~E+► 1 PIPE
.
- \ j 01. -1
!il 4~ oRTA
~p
AOJUSiAIEN1 RINCS . , ~
, ~ ;y • ' ~ ''OO~f,
4+ CONG SlAB, 2,-0. SEE N01E 7
o SEE CENERAI ~ ~ • ~ ~ I
'FITTAt NO1E 3 z ;a
~-2x T flPE RRA • I SEEPACL PORT4.
J'to ACKFI ~ SCE OEiAtI, SNT,
b ABRIC l1NElt
~y~~k 2 ; O O O r~~E sHOvN
+ Q SEf 7 ON ihE PuwS
, eAdf~llt.
, i ~ {a~OOOC
~ sCE s~~~e-t ~eMc uWt
wHERE SHowN
ON 1HE PIANS ~•1 r ~
;;,t.t~.;•.S, , • , 'w,~►-r ,;i,~~ ,
~ ~ w . . Y..~~1
SNI~ I JIVn7LY
DRYWELL - TYPE 'A' . DRYWELL - TYPE '8' .
,
SPOKANE COUNTY APPROVE STUrOMD sxE~
N OEPR ~E~NT p~PUBU~ ~RKS oA~TM~~ ~ PRECAST ORY14EllS 8'1
• r.~ . '
SIDEWAIx
CURe UNE GENERAL NOTES
- ~ 1. CURB MtET SHALL BE CONSIRUCIED M ACCOROANCE
~ ~ ~6•'~ W11N ASi11 C 47E (AASM?0 11 190) 1c AS111 C E90
1 UHIFSS OINERIMSE SMONM OH PUNS OR NOTEO
~ M 1ME PROJECT SPEdAI PROVISIONS.
A A SPEdAI CURB RA.ET 2. TOP SURiACE TO BE 8R0011 RNIS?IED.
11rPE 8 Cl1R8 3. IU1 EXTERNAL EDCES NOT UBELED SNALL BE
~ 7ROWEl1FG IM1H 1/4' RADNS EDCER,
o •
+ 4'- CONSIRUC110N
Ai' ' 4'- 0' ~ JOIN1
8 B , , ~
y . •
'4 REBM 0,10'9E E.W.
r- 10' b'
f • 1'YPICAI-?OP k BOTfdI
1/2' PRE I~OLOm JOfNT V~"~-~ SECTION C-C
sm sEcnaN e-e
FULER
nPicAL - eoTM SIoES '
.
_ 6'- E' SroEwALK . CONCRETE aR9 RfLET SIOEwuK
ry PAY UAft1S ~ PAY Uu11S ~ PAY UIAITS
\
2' 1' RADIUS r I 4'_ e• I 4'
+ TOP Of CURB-
o ~ ~TROWEL fINISN
~ p, r~~,.T~„r--►~..~--r~
~ d111fR fL01M IINE---' i~
~ sECnoN a-A •
GUTTER DEPRESSION DETAIL '~/,N•1 ~ED
,
f
~
SIOPE 114*~FT.
*-~,--~--r--~--r-~- .
TOP OF CURII OR-\
~
I I I~I
1 1/2' BAdc OF wwc 3_ e•
. I
R--~---,~-d--,4--~}--.I- ~ t
~.`C SIOPE t/4'/F1. ~
CONSTRUCTION JOINT.
C7 SECTION B-8 SNEAR KEY ti
'~v~,v~,~'►.
N ~ ~ ~ REBAR PUICEAIENT
I
117 SPECIAL CURB INLET OUTLET SWALE GRADING DETAIL .
~
. .
SPOKANE COUNTY APPROVED; ~ STANOARD ' S~
DEPARTMENT OF PUBLIC WORKS C"n tk*NES
srac,wc. +r~ M:oe 4x-xoo oxmt%et+u.. ~ CURB (NLET TYPE 2 8'9
GENERAL NOTES 1, a,Re NnEt sHAu K carsntucho IN AccoRoA►,cF
wIM A51►I C 47E (AASH10 M 199) k AST1,1 C e90
UNIESS 01HERw1SE S►IOWN ON PUNS OR N01E0
IN 1HE PROJECT SPEdAl PROVISIONS.
' 2. 10P SURfACF TO 8E BROOAI f1NIS11f0.
, 3. ALL EXIERNAt EDCES NOT lAB0.ED 111A11 BE
TROwEl1ED IM1M 1/4' RAOIUS EDGfR.
4. OtAlENS10N 'l' SHAII 6f SHOMM ON 1NE PUNS.
,
/-q.SWALNEAGE i CURB DROP
30 Q ORAMACE '
' • swue
cuae uNo ~
UTTER
1 ~ 4' PORILAND CfuEN1,
C~j~
~ CONCRETE
sECnoN e-e
~
8
r*L.-,-- r---, .
m
aa
N0 , CURB INLET TYPE 1
M .
~ M
, ~ .
t ~ ~~'i '
nf~f no
SPOKANE COUNTY APPROVED;' ' ~ ` sxt~t
~o+~ STMIOARD
i~ DEPARTMENt OF PUBLIC WORKS ~1~ c~~[W8-8
,N umsio~ saac,wt, W& 092oe 4ee-3600 oOtt; u'~.is PSTIM CURB INI.ET 1YPE t
~E
GENERAL NOTES
1. ca+CREtE rTEUs sHAu eE coNstxucTED wAccoaouNcE MnN AsTu c+7e (AAsMTO uioe) h -
AS1U C 090 UNLtSS 01}IERIHSE SHONtI ON PUHS OR NOTED IN TME PROJECT SPEpAI PRONSIONS.
2*-3 1r2• .
s' s• s
s• ~ s~
2 1/20 2 i/z' 2 i/i• aFaR
' rnicu
~24' 1-/3 REBAR J 4' S' 2-2' 1-13 REBAR
~ ~ • SECTION E-E SECTION F-F SECTION C-C
PRECAST
o CONCRETE j
►
r10i 9 ~ Z'-p'
~ . 2'-0 1 /4
a. . ~ ~ s• ~ s• y s~
IP7
n ~ 4 2 1
~-2 1/2' CIEAR
o~
~ O 1YPICAI
I , • - , t 1/s' S' 1'-10' 1-13 REBAR
2-13 R£AAR
4e'
SECTION E-E SECTIGN F-F
SECTION D-D
CONCENTRIC CONE z'-,o•
F ~ rD~. ~
E • , E i ~
~3 MAr • ~ ~ 1 J; ~
~ PRECAST PRECAS? . I~ j
o
m r~CONCRETE LONG I"! CONCREtE
0
N 6'
~ • ~ ' ~ a . I ~r.'.:x':~-ir.~^~:1~ .
~ L~ F z*-s 1/2• ~ p .
< SECTION E-E BENOING
RISER, TYPE 1 RISER, TYPE 2 ~
/f~A IR
SPOKANE COUNTY APPROYED; SHEET
STANDARO
DEPARTMENT OF PUBLIC WORKS c*mn EkC►+U► 8-3
tU sPac,u,c, WA. roaa 4ee-3600 oATE,t.:~ ~ PRECAST DRYINELL dt INIET DETAIIS
. 'f..: .
12" .
R.1• . 3. .
Rat1'
il 1/2" 24" 22. , . . .2 3/4' 2 3/4' _ 1' . ' . , ; , ' ' ,
•-E~ 170
rR-1' 18~ 40
75-7' ~ . ~ . I a.I'~ TYPE M
ENt •r~. • 1 s/e', ..C
4. ouANnn • 0.022e33 C.Y. / Lv,
POR1lAND h , . . , . . ,i
CEMENT n , , , , . . , e •
CONCRETE VARIES
. . N ~~..ASPHAl1 CONCRETE •
TYPE "At' TYPE "B" TYPE "C" 12'
ouANnn • aoxczs GY,/ LF, QUAN111Y • 0.047e37 C.Y. / i.i. auANnrr • 0,023123 ror,s / c.o,
SEE N01E b SEE NO1E 6 .
r4 m m TYPE "S"
D arAnnr • 0,01ee19 c,r, / Lr,
t~"3 W~
GENERAL NOTES
1. PORMMD CdgQIT CONCREfE SMAII 8C
~ ~
ff1 tp ;MSS 3000 CONfORbrtnC TO ME STANOARO
~i 24' EXISIINQ CURB---%\• '1a* SPEdF1CA110NS,
2, wEAKEMEO PIANE JOINIS OOR PORIUNO
~ ~'SIDE~fAU( 9. 9. C£11EN1 CONCRf1E SHALI BE PIACED A1 15'
10' 21 12' INTERVALS.
~ ~ ~ J. J/E' CXPAN90N N~M~ POR1lAN0 REENRNS~
CONCREIE SH LL E
. ~ . . ~ ; . •i2' . , , ~ , ~ ~ ~ 4. cPoxY ctuo+t 94at eE AvPuED At A 10-15
MIL 1NIpfNESS ANO SHALL CONfORN 10 1NE
~ , , R+1'3• . . . ~ ~ ^ I ' r; , ~ REQUIRfMEN1S Of SfC110N 9-2E Of TNE ,
; . .t IEPOXY .l► STANOARG SPEdf1CA110N&
,l ` •',~45' ~ SEE NOTE 4 5. CoNStRl1C11dr OF t1?t'u' CuR9 SHALL CONVdtu
~ L~~ J l ~ ppR~p ro sEcna+ e-04 OP iMt 5tAN0AR0 S?EdACA110NS
~-1 11/16/ ! ( CEIAENT CXCCPI 1NAT PORIUWD CIMENT 91A11 BE REPlACEO
~ 3 IIA• ` fOP110NA1 FOR CONCRETE w11f1 'iRiNiY N4111E' CEuENT, 1HE RNI91 SHALL 8E
PbR1LAND INTECRAL POUR. S1EEt TROM'ELlEO 10 PROV►DE A OfNSE, S►IOO1H
corrcREtE . CONCRETE GUTTER RaUcn~ rnn~.
TYPE `~R" ou~+nn • o,m~a49 C.Y. / ~r, S. TO•BE USEO ONl'I IN SPEdAL CASES •IM1M MPROV~II ov TMt camrr aaNcM
OUANTIIY • 0,052259 C.T. / Lf, • ' 7. CUR85 SHALL HAVE A Udlf BAOOMEO F1N191,
CUTTERS SHALL BE f1NISHEO M1H A S1EEl TROwEt. . SPOKANE COUNTY APPROVE STMIOARD sxtR
.*mw~
DEPARTMENT OF PUBLIC WORKS ~~CURBS ~t CUTTERS A-3
~ SCOKANG WA /9l00 I5E-3600 OA1C
~ w ~
rt R/W .
R/W 1'-0' WI-4 EASEAIENT ~
2' 6'-6" (W-u)/2 m (w-W)/2 E-1'-6' .
s~ t s t ~ s s t 10' NIN,
. i~ . ~1't- r
E-1'-6
TYPE 11 CURB
~ 4 '
2X 2X AIIN, 2x IIIN. -0~ LIIN. 2~
• ~ rT°--- -----v-~ ► ~
Lla r
' 4.'rt
.
CONC. SIDEWALK SEE NOTE 6.
(Tl'P.) • ~
' CEMENT CONC. CURB
Tl'PE 'B'. - PAVEMENT, SEE NOTES 1 k 2. TYPE 'S' CURB
- CRUSHED SURfACING TOP CWRSE
CRUSHED SURFAGNG BASE COURSE
GENERAL NOTES
1, PAVEIIENT AIAT BE ASPMALT CONCRETE OR PORiLAND CEAIENT CONCREif
AS DETERMINED BY TNE CWN1Y ENCINEER,
2. PAVEMENT, CRUSHED SURFAqNG TOP COURSE AND CRUSHED SURfAqNG
BASE COURSE THIp(NESSES SHALL BE DETERMINED BY TRAiFlC '
LOADS AND SOIL VALUES.
3. OITCH SLOPE$ ANO SIOE SLOPES SHALL BE NO $TEEPER THAN RAl10S
SHOYM UNLESS RECOMIAENDEO 8Y A SOILS REPORT AND APPROVED
8Y 1HE COUNTY ENGINEER.
EXCAVAl10N SLOPES HIGHER 1HAN 8' SHAIL 8E DETERMINED BY
SOILS TESTING.
4. 'Mr SHALL BE SHONM ON CONSIRUCTION PIANS.
5.'M' SHALL BE DETERMINED BY THE COUNTY ENqNEER.
6.ORAINAGE SWALE SHALL BE PlAN1E0 WITH APPROYED GRASS SEED.
?~`O C tr~4 ~
O~ ~t
1~ fA~~IMO
i i i i j SPOKANE COUNTY APPROVEO: A^/` STANDARD SHEET
DEPARTMENT OF PUBLIC WORKS COUNIY ENGNEER rPa~
U. , RE\ASIOFJ Svaeurc, ►+A. 99206 ua-xoo oA,e:y1uL K„ot5,,,,,ng ROADWAY SECTION - CURBED A-1
. ~
BOND ESTIMATE
PROJECT VOA living center 3rd Ave NAME rbt DATE 08-Feb-94
ORAINAGE ITEMS UN1TS QUANITY PRICE COST
1) Orywell Type A EA 2 1200.00 2400.00
2) Dryweli - Type B EA 1600.00 0.00
3) Grate - Type 1 EA 300.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 3 EA 2 300.00 600.00
6) Backfill For DW CY 60 15.50 930.00
7) Concrete Inlet EA 700.00 0.00
8) C.M. Pipe 10" Dia. LF 22.00 0.00
9) C.M. Pipe 12°Dia. LF 25.50 0.00
10) C.M. Pipe 15" Dia. LF 27.50 0.00
11) C.M. Pipe 18" Dia. ' LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation CY 390 10.00 3900.00
15) Sod SF 780 0.70 546.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vau(t Curb intet EA 2 250.00 500.00
s
2) ~ 0.00
~
g) ` 0.00
4) ' 0.00
5) ~ 0.00
g) 0.00
DRAlNAGE SUBTOTAL 8876.00
16) Monuments EA 180.00 0.00
17) Barricade LF 30.00 0.00
18) Street Signs EA 80.00 0.00
~ OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 386.2 10.00 3862.00
20) Top Course CY 289.6 14.00 4054.40
21) Base Course CY 14.00 0.00
22) Asphalt Concrete Tons 99 44.00 4356.00
23) Curb Type A LF 6.60 0.00
24) Curb Type B LF 391 7.90 3088.90
25) Curb Type R LF 7.60 0.00
26) Sidewaik SQ YD 260.7 16.40 4275.48
NON -STANDARD ROAD ITEMS
1 ) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 19636.78
GRAND TOTAI. US t: 28,512.78
~ ~ Z~~ odo- vo
Wk*
centurywest
ENGINEERING CORPORATION
January 14, 1994
Spokane County Engineers
W 1026 Broadway
Spokane, WA 99260
Attention: Mr. Robert Turner
Regarding: Washington Apartments - B93106
Dear Bob:
Enclosed please find two sets of road plans, the drainage basin map and two sets of
the drainage report, calculations and plans for the subject project. Procedures used
are as outlined in the "Guidelines for Stormwater Management", as published by
Spokane County Engineers with corrections as of 4-15-86. The drainage report
format used is as follows:
Project Uescription
Soils
Topographic Data
Drainage Basin Data
Rainfall Data
Methods of Disposal
Peak Flow, Volume and Disposal Calculations
Remarks
Following your review, I would be happy to answer any questions you may have
regarding this report.
Sincerety,
CENTURY WEST ENGINEERING CORPORATION
Dea / gsdon, ASLA
Pr jee anager
DML/be
Enclosure
l E A D I N G T H R O U G H E F F E C T I V E S O L U T I O N S
West 1124 Riverside Post Office Box 1905 Spokane, Washington 99201 Phone: (509) 838-3810 FAX: (509) 624-0355
Printed on Recycled Paper.