HomeMy WebLinkAboutLocust N 2224 Spec Warehouse
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SPOKANE CGUNTY DEPARTMENT OF BUILDING AND SAFETY
- NQRTH 811 JEFFEF;SON
_ SPOKANE, WASHiNGTON 59260 ~
t ~ (509) 45&-3675
~ I certity that I have examined this permit and state that the information containeci in it and submitted by me or my agent to oompile said permit is true and correct In
addition, I have read and understand tlw4NSPtC110N REQUiREMENT'S/NOTICE provisions induded heroin and apree to oomply with same. All provisions d laws and
ordinances floveminp this type of work will be comdied with whether spec'rfied herein or not. I understand th8t the issuance of thia permit end arry subsequent inspection
approvals or Certificates of Occupancy shall not be corutrued to pive authoriry to violate or cancel the provisions d arry state or local law reflulatirp construction, or as a
warranry of conformance with the provisions of any state or local laws requlatirg construction.
SIGNATURE OF APPLICATION
OWNER OR AGENT DATE
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;-o-1T I QNAL FORMtJLA HYDROLOi:: :
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DLSI G1'JEF' = G GI I'1F'S(=!h-1
T;QJECT PJAME i_OCUST RUAD W AR F I-~.r..11..1
';J:--SGR I F'T I OIV =;OAD DFAI NpGE
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.;(_1F;AREA 1 228 A CI3 ES .~.-~UF3i=iF a 1 F.UI`,aUl- F
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N 2224 LOCUST STFtEET NAME JS DATE 3/8/88
DRA I NAGE I TEMS UN I TS QUAIVT I TY PFt I CE CQST
I
i) Drywel 1-- Type A EA. 1250.00 0.00
2) Drywel 1- Type B EA. 1450. 00 C). OC)
L) Grate - Type 3 EA» 31C). 00 C). 00
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4) Gr-ate - Type 2 EA. 330.00 0.00
5) Grate - Type 3 EA. 320. 00 0.00
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6) Bac kf i 1 1 For DW CY 10.50 0.00
7) Concrete Inl et EA. 540.00 0. GU
8) C. M. pipe 10" dia. LF 12. 00 G. OC)
9) C.M. pipe 12" dia, LF 16.50 0.00
14) C. M. pi pe 15" di a. LF 18.00 C). 00
11} C.M. pipe 18" dia. LF 21.00 0.00
12) F'recast Manhol e EA. 1435.00 Cl. OC)
13) Sa I i d L Y d E A. 300. 00 C).0U
14) Datch E>:cavation Cw 7.90 t).Ot)
15) 5ud SF C►. 50 0. C)C)
NON STA1yDARD DRA I NAGE I TEMS
i ) 0, c:>0
2) 0.00
3) 0. OC)
4) 0. OC)
5> 0.00
6) 0.00
DRAINAGE SUBTQTAL 0.00
ib) Monuments EA. 140.00 0.00
17) Barricade Lf 32.t7t) C).0a
18) Street Si qns EA. 75. OC) C). 00
____------------__--------_...._---__-_____...._______________w-_____....__---____--
aTHEF2 SUBTOTAL 0.00
GRAD T NG, SURFAC I lVG, CURB, e< S I DEWALk:
19) Rouqh Gr ade CY 13.6 7.90 107.44
21) Top Course CY 6.8 10.60 72.08
*210 ) Base Course CY 10.60 C. 00
Asphal t Concrete Tons C> 37.90 0.00
23) CLtrb Type A LF 55 5. 50 302. 50
24) Curb Type B LF 7.10 0.00
25) Curb Tvae R LF b. 50 t). OC)
263 Si dewal k SQ YD 14.00 0.00
________________.__-_______-..._______----_____---_-_______-________w__----
NON-STANDAFcD ROAD T TEMS
1 ) C). 00
2) 0.00
3} 0. 00
4) C). 00
GFcAD I NC AIVD SIJRFAC I NG SURFAC T NG 482.02
---_---__w_-----_-_____________--______w-__---___________-----------____-_
GFcAhED TQTAL l1~ 482.02
. tiTREET QUANYiTiES
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F'RDJECT h10. - DES I GNER- JS DATE-- 3/8!$8
F'FtnJEC7 DESCRIPT I OIV-- N2224 LCl£:US
STREE'T # 1
NAME-- LDGUST STREET LENGTN- 55 FT. W I DTH-- 1 OFT .
BEG I NN I NG STAT I C!N ~ 0. 0c) END I NG STAT I UN = 55.00
ONE SIDE ONLY F'W I DTH= 1?0.00 EW I DTH= 10.00 QW I DTH- 0.00
TERM # 1 : CHOF'PEU
TERM # t : CNQF'F'ED
I TEM MEASUREMENT QUAIVT I TY
SURFACE AREA- 550. G0 5. F.
ROADWAY EXCAVATION .67 FT. 13.6 C.Y.
CF~USHED SUF~FAC I NG TOF' COUF~SE FT. b. 8 C. Y.
CRUSHED SURFAC I NG gASE CQURSE 0.00 FT, 0.0 C.Y.
ASPHALT CONCRETE .17 FT. 7.0 TDNS
CUFB EX IST I NG 0.00 FT. F'RQF'OSED 55.0 FT.
T07ALS
FflADWAY EXCAVATIOkV 13.6 C. Y.
CRUSNED SURf= AC I NG TOF' COURSE 6.8 C. Y.
CRUSHED SURFAC I NG BASE COURSE 0.0 G. Y.
ASP'HALT COlVCRETE 7.0 TONS
GL1RP 55.0 FT.
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. TYF'E A Cl.lREt CALC ,
lVame G. 1VEL5AN Date 1/4188
F'ro-iect LOCUST
Wi dth from center 1 i ne to curb 20
F'ave. Edqe E1 . Di st CL. - edqe Mi n. el ev. 4. 5XMar .e1 ev. 2%
77 ,2 10 77.25 77.5
77.37 1 Cf 77.42 77.67
77.6 9.5 77.6275 77.89
77.93 1Cf 77.98 78.27,
78.43 11 7E3•525 78 ■ 75
CLARENCEY E. SIMiSON L.NVIN`ER. INCw
, CI'Vll. ENGIIVEEPM Ah1U LqND SURVEYQRS
' W. 909 Argonne Rvad
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. , Spvkane. Wash i ngtan 99206 ;
Telephone - 926-1322
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RAT I ONAL FORMULA HYDROLCIGY ~DATE = 2/ 1/ 88 DE8 Y GNER = C S I MPSON BASI N F'RESENT
PROJECT NAME = LOCUST ROAD WAREHOUSE
DESCRIPTION = ROAD DRAIiVAQE
SUHAREA 1=.0126 ACRES SUBAREA 1 RUtUOFF COEFFICIENT =.9
SUBAREA 2_.0126 . RCRES SUBAREA 2 FiUNpFF COEFF I C I EhIT = .5
T(]TAL AREA ~.4252 ACRES COMPOSITE RUNOFF CQEFFTCIENT =.7
OVERLAND FLOW VALUES
Gt = .15
L _ 55
N = . 016
S = .448
CHANNEL FLOW VALUES
L = 0
TD = 0
COMPUTED VALUES
TJUR = 5.00
I10 = 3.18
Q14 = .06 ~
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NORThwood PROPERTIES, INC*
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March 159 1988
Mr. Gary Ne].son
Spoicane CQUnty Engineers
N. 811 Jeffersan
spoka,e, Wa 99260
RE: Requirernents for N. 2224 Locust
aP.i31` MY' a Nf'.15Qn,
In response to our prevfous canaersatinn regarding the bond far the
street improvements, aur campany wi11 have $1,500.00 set aside by the
mortgage company. At present we have not completed aur arrangements with
martgage company. This should be finalized within the next twv weeks.
We wauld like to beqin excavatian and faotings within that time frame.
We would hope that this could serve as apramissvey letter for the
martgage set as3.de. If within one mvnth this set aside has nat been
completed we would immediateiy do a savings assignment or band for the
required S1, 500.00.
Attached yau will also find the revised site plan. Please contact rne
after you have review+ed our requestw Dur phone number is 924-7950.
Thanlc you for your consideration iCt this matter.
11ery L7ruly yourb;
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{ I ~L ~ n M. Dahl
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Superintendent
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~ 9816E MONTTGONtERY SFOK,►4NE, WASHlNGTQR! 99206 (509)9247950 ~
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CLARENCE E. SIMPSON ENGINEERS, INC.
CIVIL ENGItVEERS ANb L:AND SURVEYORS
. . N. 909 Argonne Road ,
Spokane, Washington 99212
Tetephone: 926-1322
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SUBJECT: Mamwoo-D lgoPeP--nES ' Loc-usi` R-oPu) LkJijf- a lovSEE
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DATE: D E-c.. ~~a l~467
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