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STAFF RECOMMNDATIONS
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~,D DSSIGN
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STAFF RECOMI►ENDATIONS
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CLARENCE E. SIMPSON ENGINEERS, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
~
N. 909 Angonne Road 9 8
Spokane, Washington 99212
Telephone:926=t322
Fax: 926-1323
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SPQKA,hF COUNTY f NC 1 NEER' S OE ~1Cr:
TyrCcat Cross Sec tion DeCermLitaC ton
.
T() • M11T} K TNLS I.ARnRATOltl'
FKOM ~y~,'~~_~~~~ ~~~~_L~~S~L1.~_ . - - - • - - - - _
Ple i`v- furnl stt Stabl lometc+r 1t valupS for the soits on the fol lowini; rroject :
t e s r ❑ ac t ua I
Coun[y Road Name(5)__~~~~2~~ ee,gL& O)w-
kIAiCP.P/FI.AT N'A. U SGFf,~rG ~?GdTlLt~f'" 5ec• ~y ---__,T~,~p. ~~--R'
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(Sec att iched section map)
R011D NA.MF. R VALIIES LOCATIO"I ~
P,zA7&~s - • -
Dcainage - Percolatton greeter than 72"Ihr. yes _ h'o _ Gst.___w_ ACC.
Rema rks*
~
Drilling request '
~ Flease note any unusual characteristics of soils andloc topography. Ace the soils sutt-
abte foc the use of dryvells? Are thece any unusual dr.y i naRe consideratlons?
•
- -
• FOR OFFICB USE ONLY
ROAD NAME FUI+TCTIONAL CLASS TRAFF tC INDEX**
~ - - - - - - - _
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FUNCTI4NAL GL.ASS TRAFf IC IYDEX
Na jor Arteciat 7
Secondary Artecial 6
Collcctor Artecial ' S ~
~ Access Roaci S
Pr[vate Rond 4
ThNsF are Riiidcl in•• tcatf ic indexes onIy. Tr if f[c cl.it.~ srelf it t,,,~ ths• projectdrft
ni-cessarv tn c.~irtil~tc- in~ltvt•.~1 traffic ioitirxoc. _
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6potaae Goanty Bnglneecs Pcoiect: Ptoqress fload, CV scbcol dlst.
1. 811 Jefferson 458-3600 dob Ho.:
Spogane, BA 94241 Disc.ao.:
pile eame:
==aara=-=ac~r===a=s=~~~s-=====-==============--=a====sr:n=-••=--===a====-==-'==a=-a~..ass..aaaaa---=oasaa=ca:a~~=--====-=-=-=--=
YYFICAL 8BCTI08 D1lg 26-Jon-90
Roadaay 6alf aldth BiiBR•-> 11 10:38 AM
Road Baae RIqBR--> progcess Road
6eft ot BIgQt OtBB--> Bigbt
CarD 4yQe lUB H COUNfY
Statioo Iotetval BIYB$-4 SO
NIRIlNll bAIIMUM
Carb 8L. Catb BL. Bdge Pave.
C68TBB t SLOPB BDGB DISl. % SLOPB BOtiB Dt84 Mb l-4.51 F1i to 6attet
LIps CBIq68- QAtBNBT CIL T0 C/L T0 PBVBMBB! BDat PVMt.from B/P f BBO!! B/Q t 38LBCT- Desiqn Top Garb
SfAlt08 6LBqIt108 LIOB BLBQAitON B%P BDGB @1lV8 t SLOPB f0 CURB CURB NG41 CiieB 8Gf) BD BLB9 a QRaDB 8 Gtade
= ==-------=~==========~==a=====_=-==_==_==============ac~a
260.00 0.68 0.38 10.40 -2.86 4.00 7.60 0.49 0.69 0.0 -01
150.00 1.07 0.78 0.68 11.10 -3.33 0.60 6.30 0.85 0.97 0.93 -1.81 0.88
300.00 1.46 4.78 1.16 10.10 -1.80 4.96 1.30 1.18 1.43 1.37 -3.02 0.68
350.00 1.62 0.95 1.66 10.50 -1.52 0.48 7.50 1.78 1.91 1.81 •3.92 0.89
400.00 1.98 8.31 1.10 10.50 •2.67 0.08` 7.50 1.81 1.95 1.46 •2.48 0.30
00.00 2.15 0.59 1.98 10.20 -1.65 0.56 7.60 1.08 1.14 2.11 -4.05 0,030
500.00 1.40 0.30 1.15 10.40 •2.44 1.34 1.60 2.16 2.41 1.16 -4.51 0.30
550.40 2.60 0.40 1.21 11.10 -3.SI 0.12 6.90 2.35 2.49 2.41 -3.43 0.30
600.00 2.80 0.40 1.45 10.40 •1,.31 0.48 9.60 2.56 1.91 2.56 -4.S1 0.30
650.00 3.01 0.44 2.54 10.60 -4.53 0.18 7.40 1.66 '2.61 2.91 -3.64 4.30
100.00 3.00 -0.01 2.69 11.30 -2.91 0.26 6.1,0 1.82 2.95 2.86 -3.75 0.30
150.00 3.01 0.14 2.68 10.80 -3.61 10.02 7.10 2.81 2.95 3.01 -0.96 0.30
580.00 3.38, 0.61 3.04 10.00 •3.40 0.72 8.00 3.13 3.30 3.16 -4.01 0.30
850.00 3.13 0.90 3.50 10.00 -3.30 0.91 8.00 339 3.76 3.S7 •4.85 0.81
900.00 4.18 0.70 3.10 11.60 -4.14 0.90 6.90 3.86 1.49 3.98 -2.14 0.82
0.46 BIR '0.41 18.00 -036 0.06 -1.33 0.44
~u/L
~
~
~
~
PacNfc Ardt►tectura Carbip Mttnsion
Eng~rte~~rlg Ma Ifl Csnter
Oeslpn Pianrting West 815 7th /lvanue
Inter~ Destgn Spp ltsne. Washiqston 99204
Group. P S Ertv+rortmerntAl Assessmrq W91824-1188
July 6, 1990
MR SCOTT EGGER, PLANS REVIEW ENGINEER
Spokane County Engineering Department
North 811 Jeffersoa St. REMED
Spok,ane, Washiagton 99205 456-3600 JUL 6 1990
RE: ROADVVAY DEYELOPMENT DRAWINGS ~ Weft
Progress Elementary School
Central VaUey School District 0356
Dear Scott;
In accordance with our telephone conversatioa on Friday July 6, 1990, enclosed are the foltowing
documents:
l. Original mylar drawing and one spepia reproducible of Road Development Plans
2 One copy of "Request for Design Deviatioa" to reduce the existing roadway width from
20 feet to 18'.
3. One set of drawings and spectfications for all proposed site work on thn project.
Lill Construction Company has been awarded a contract by Central Valley School District for
development of a portion of th;s work At this time, It is not anucipated to provide the
improvements along progress Road as detailed because of budget considerations. It is iatended ta
install concrete drlveway approaches for the bus lane on Progress Road and Curb, sidewalk, and
concrete approaches along Broadway Ave as detailed.
As discussed, we will notify Lill Construcuon that a constructioo permit must be obtained for any
work performed in the County right-of-way area.
May I request your consideration to review the attached documents and assure that the project
complies with County Engineering Department requirements If you have any questions, comments,
or need additional informat,on, please contact me so that n clarificauon can be made. Your help and
cooperation to wark with our firm is sincerely appreciatied.
Sincerely,
.
Jerry F. essa, AIA
PACIFIC DESIGN GROUP P S
Enclosures (Enumerated above)
CC: Dave Jackman
Chuck Hafner
Larry Hogan
Dale Lill
PROGRESS\A \EGGER 706
4
r
KEYNOTBS: P800RES8 ELEMENTARY
BITE IMPROVEMLNT9
P-rvtstoN $ srrEwoRtc
0$110A BEMOVE EXIBTINa CONCRETE SIDEWALK
AND/OR cUR9s
H REMOVE EXISTING ASPHALTIC CONCRETE
PAViN(3
Q. R.EMOVE EXISTWG LANDSCAPE
MATERL4,LS AND ROUGH aRAIIE TO
ELEVAT10N8 INDICATED OR CALLED FOR.
D RELOCATE EXISTING FENOINQ TO
LOCATION YNDICATED.
E SXISTING TREE TO BE REMOVED. TYPICAL
P. EJCISTIIV(i FLNCINO TO BE REMOVED
G. REMOVE EXISTING WOOD STRUCTTJRE
N
0$200A ALL FOOTING3 TO REST ON FIRM ~
UNDISTURBSD EARTN (TYPICAL) ~
B C4MPACT ALL EXCAVATED EAItTH
$ACKFILL TO 96~b MODiFIED PROC'~OR NVW&tlw)e
(TYPICAL) pmw S t'~,
C ROUGH AND FINE GRADE TO ELEVATIONS
SHOWN OR CALLED FORa PROYIDE V~ ~~"v~ ~ S'~
APPROVED FILL MATERIAI. AS REQUIRED
02600A MMIIAUM 4' DEEP WA3NED PEA GRAVEL ~o~ ~
FILL. PROVIDE UNDER ALL CONCRETE ~
3LAB9 AND W ~
ALKs 76,14r. gwwx
6 HEW TYPE •B" DRYWELL, SEE DETAIL
C NEW 2'-0" 8Q CONCRETE CATCB BASIN PIPE
TO 208 3 WALE
~
04660A FJQSTING TELEPHONE PEDESTAL ~
H EXISTING UTiLITY POLL
C EXISTING FIRE HYDRANT AND VALVE BOX y~
D. EXISTING WATER LINE
E EXISTING WATER METER VAULT
. ~rr~''
F. EXISTING CONORETE CATCH HAS1N TO Tt
BEMAQd a EXISTING cArr wasx wxEa.
H. EXISTING CONCRETL DRYWELL MODIFY
FOR USL W1TH NEW CUR.H WORK. SEE
CIVIL DRAWING
7. EXISTING SEPTIC DRAINFIELD, TANK,
AND PIPING TO REMAIN
K EXISTING PAD MOUNTED TlWVSFORMER.
L EXISTING DRYWELL TO REMAIN
M EXISTING PAD MOUNTED A/C CONDEN3ING
UNIT3.
~
026Wa pus LANE•, s• TffiCK ASPHALTIC OONORBTE
PAYiNa ON 1'HICK 618"- CxUSHED BA3E
COURSE COMPACT 9UBGRADB AND SASE
COURSF TO 95%
H YEHICkILPARKING /HARLD 3~1 QE PLAY:
s" THICK ASPHALTIC CONCRETE PAVING ON
4" THICK 6/8"- CIiU8HED BASE COURSE
COMPACT 8U8-GRADE AND BA9L COU83E
TO 86%.
C FXI3TING ASPHALTIC CONCRBTE PAVDJG
TO RBMA,IN. REMOYE BADLY DAMAGED
AREA9 PATaH/AEPAIR WITH NEW
ASPHALTIC CONCRETE AND R.ECOAT
ENT1S8 SZIRFACE WITH GILABIND SEALER.
D. PAINTED DIRECTIONAL GRAPAICS AND 4"
W IDE (MINIMt)M) PAINT STRZPING TO MARK
VEHICLE PARKING STALLS
E BTRIPED TEJ►THER HALL. TYPICAL
F. STRIPED ROPSKOTCA, TYPICAL
0. STRIPED 4 SQUARE, TYPICAL.
H PAINTINTERNATIONALSYMBOLOFAQCESS
AND 19" X48" WALKWAY STRIPES ON
SURFACE AS SHOWN (WliITE)
04640A. NEW CONCRETE CUR.H CUT AND APR,ON
~ SEE DSTAIL ON SITE DETAlI.3 SHEET
04700A. UNDVLATINt~ GALVANIZED STEEL PIPE ~
B1KE A.ACKS. PAYNT (TYPICAL)
8. RED WOOD BENC8.9IMILAR. TO #086 BENCH
BY MiEXtCO P'OAGE (LANDSCAPE
STRUCTURES. INC )
C TRA9H RECEPTACLE.
D 4' RIGH CHAIN LINK FENCING CONTINUOUB.
PROVIDE ROUNDED EDGES TO TOP, SHAR.P
END TO BOTTOM
8 CHAW LINK FENCE GATE ASSEMBLY
0$800A. PLANTED LANDBCAPE AR.EA.
B GRASB ARSA, PRSPARL SOIL (FINE aRADE,
6" NE W TOP SOIG, 5PRINKLER dc
HYDROSEED)
C EXISTINO TREE TO REMAIN, 1YP
D SPOKANE COUNTY 308 STORM WATER
MANAGEMENT CATCHMSNT AREA
STRICTLY COMPLY WITH COUNTY
REQUIREMENTS SODDED GRASS ARLA
F1NE GAADE 3° NEW TOP 301L
UNDERGROUND SPRAYKLEB 9YSTEM
E SODDED GRA3S AREA FINS aRADE 3" NLW
TOP SOIL. UNDERGROUND SPRINKLER
SY3TEM.
02810A AUTOMATIC UNDERGROUND LANDSCAPE
SPRINKLER BYSTEM AT SHRUB AREAS
•
B AUTOMATIC LJNDEAG80UND LANDSCAPE
SPRJNKLER SYBTFM FOx LAWN AREAB.
TYPICAL AT ALL LAWN AREl18.
C. BABKET SALL POLE. BACKBOARD, AND NET
TYPICAL REGULATION SIZE
A & ON 3 - OONCRETE
03300A CONTINUOUS 6" X 18" OONCRETB CURB
REINFORCE WITH 2-#6 EXPANSION JOINTS
AT is' O C PROVIDE SETWEEN ALL
$IDEWALKS AND DRIVINa AREAS AND
WHERB NOTEDs TYPICAL.
H 4" CONCRETE SIDEWALKS WtTH LATERAL
ROVGH BROOM FINI9H P80VIDS A3PHALT
IMPREGNATED F1BER EXPAN3ION JOINTS
a MA1CIIMUM 20'-0" O.C PROVIDE 9CORE
JOINT3 AT 6'40" O C REINFORCE WITH 6" X
6" X 6/6 WELDED WIRE MATS.
a EXISTING CONCRETE SID►EWALK AND CURB
TO RLMAIN.
D. EXISTING CONORETE CURH TO REMAIN
S PROVIDE HANDICAP ACCF.98 F.AMP AT EACH
END OF BUS LANE SIDEWALK
F 8" IN1'EGRAL CONCRETE CURB AND
GLTTTEA SEE DETAIL.
p1ViSI0AT 4 - MASONaX
04200A 6'4" HIGK 8" THIOK REINFOROED CMi]
SCREEN WALL WITN EXTERIOR PLA9TLR
FIIYI3H SEE DETAIL PROVIDE t 16'-0"
WIDE DOUBLE METAL OATE, PAINT. SEE
DETAiL.
B 8• THICK REINFORQED CMU EXTERIOB
STORAGE ENCLOSURE WITH SLOPED METAL
ROOF dc LOQKINf3 METAL GATES SEE
DETAIL
D/ SiON 6 MFaALS
05500A 8' O U T 9 Y D L D I A M E T E R X 6'- O" P A I N T E D
STESL PIPE BOLLARD. CONCRETE FILLAND
ItOUNOED CAP TYPICAL SEE DETAIL
DIVI3ION 10 - SPLCLAI.TiE3 d 9 ~Wl
y~
A
10860 A FLAGPOLE. ~aG r'~(,{~ i~'!
WTW 10440A NEW LIGHTED SIGN BY OTHEAS
lC~. , i~i4NTM h~~t,cA)
B POLE MOUNTED PAINTED METAL SIGN dc APW CONCRETE BA3E (SEL DETAIL) TEXT ,~rj~ ~oy
' p~/~ W
'STUDENT D$OP-OFF/PlCK UP ENTRANCE i f~~ V iONLY" V7 V~woaL Lw(m
S
C ~ AS 14640 H TEXT 'ONE WAY DO NOT evj"IwAsr ~ l N~+ Qt~'
+ V
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SICN (SEE DETALL.)
. ,
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V~C~.F$0!NLY"'. 10440F. 9AME A9, 10490 B. 'CE?CZ': PUBLICJSTAFF
PARICiHt3, ENTRANCE Ql+ft.li".
rNYIS1QN 10 - ELftO'Y`R1CAL
16600A. jXTEMOR ,SINGLE AFAm SHOE BQX
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Modernization to•
PROGRESS 'ELEMENTARY SCHOOL
North 710 Progress Road
Veradale, Washington
DRAINAGE' CALGULATIONS
AREA l -North Farkine Lot
Paved Areas
Parking lot 11,130 S F.
Sidewalks 1.555 S.F.
TOTAL PAVED AREA a 12,685 S.F.
TOTAL IMPERVIOUS AREA = 35,741 S.F.
I = 12,685 x 0 5= 6,342 5 / 12 = 528 C.F.
SWALE SIZE = 20' x 60' rectangle
A PPROXIMATE COMPOSITE AREA a 1,200 ,S F. / 2= 600 C.F.
WHICH a 600 CUB1C FEE'f CAPACITY is greater than, 528 CF required.
I/ I
~ F
(
1
Modernization to•
PROGRESS ELEhiENTARY SCHOOL
North 710 Progress Road
Veradale, Washington
DRAINAGE CALGULATIONS
AREA 2 - Bus Lane
Paved Areas
1 A Bus Lane 6,358 S F.
1 B Sidewalk 3,668 S F.
TOTAL PAVED AREA a 10,026 S F.
TOTAL IMPERVIOUS AREA - 10,026 S.F.
I= 10,026 x 0.5 = 5,013 / 12 = 417.75 C.F.
SWALE SIZE = Irregular shape (Truncated Triangle)
APPROXIMATE COMPOSITE AREA = 1,160 S.F. / 2= 580 C.F.
A a SO x 56 x.S = 1,400 SF
B= 16x 12x.5 = <96SF>
C= 14 x 12 x S a <84 SF>
D= 12x lOx.S = <60SF>
WHICH = 580 CUBIC FEET CAPACITY is greater than 418 CF required.
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